STRUCTURAL PRODUCTS CATALOGUE

STRUCTURAL PRODUCTS CATALOGUE

Better TechnologyBetter Building

59TH EDITION LIMIT STATES DESIGN

CANADIAN EDITION

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NEW PRODUCTS

Fasteners

Concrete & Masonry

Adhesive Anchoring SystemsIB-9 INCREDI-BOND® Epoxy INCREDI-BOND® is a high strength two-component epoxy specifically designed to be a bonding agent for almost all household materials including wood, steel, concrete, brick, stone and CMU block.

See page 30 for more information.

55-MIFLK MiTek® FlatLOK™ Structural Wood ScrewsFlatLOK is a multi-purpose structural wood screw that can be used for fastening multi-ply SCL, dimensional beams and girder trusses. The low-profile flat head allows for easy attachment of finishing materials such as drywall.


55-MITMBLK MiTek® TimberLOK™ Truss/Rafter to Top Plate FastenerThe 6" long TimberLOK screw is used to attach wood trusses, sawn lumber rafters or structural composite lumber (SCL) to wood walls. It is a code-compliant way to attach rafters or trusses to a double top plate, offers an alternative to toe-nail connections, metal hurricane and seismic clips/straps, or nails in uplift and/or lateral resistance applications.


FWAN-TZ Foundation Wall Anchor

The FWAN-TZ Foundation Wall Anchor is designed to transfer in-plane and out-of-plane foundation wall loads through the joist/blocking into the floor diaphragm. The unique design allows for installa-tions that straddle the joist/blocking eliminating bending stresses in the rim board that result from offset installations.


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iTek Industries, Inc. All Rights Reserved

NEW PRODUCTS

Caps & Bases

BCS Post CapsOne-piece design for connecting 2-ply (BCS22-4) or 3-ply (BCS23-6) beams to the tops of 4x4 or 6x6 respectively. Slant nailing reduces the amount of nails required for the connector.


RPB Retrofit Post BaseRPB-TZ post base attaches 4x4 or larger wood post to concrete or wood surfaces after the post is in place. Can be installed with 1 or 2 RPB-TZ's (single or double). Post may also be installed on our CPB composite post base product which provides a 1" stand off as required in untreated wood installations. Installs with concrete screws, so no more mis-installed, mis-located, anchor bolts!


Concrete & Masonry

BLACKJACK 2.5 Adjustable Support Column

An upgrade from the telescopic double tube JP Adjustable Column, this single tube Structural Column assembly has a maximum height of 110" and a screw adjustable length of 4". Tube may be cut down for shorter height requirement.

See pages 49-50 for more information.

ARC Anchor Rod Chairs

ARC Anchor Rod Chairs allow for easy and precise placement of anchor rods prior to pouring concrete. The “chair” and nut are pre-assembled for quick installation.


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NEW PRODUCTS

Hangers

Angles & Straps

LGUM / HGUM Masonry Girder HangersLGUM and HGUM Masonry Girder Hangers are high-capacity beam/girder hangers designed for installation to masonry or concrete walls and eliminate the need for constructing beam pockets.

See pages 140-141 for more information.

FWHBP Fire Wall Hangers, Beam and PurlinThe FWHBP Fire Wall Hangers for Beam and Purlins transfer loads into the supporting wall thru bearing on the top plates and directly attaching to the stud pack or post below.


FWHFM Fire Wall Hangers for Face Mount ApplicationsThe FWHFM Fire Wall Hangers for Face Mount Applications fasten to the wide face of a balloon framed SCL column thereby eliminating the additive perpendicular-to-grain bearing stresses in the wall top and bottom plates seen with platform framing.


TSP Stud Plate TieTSP stud plate ties connect single or double top plates or mud sill plates to wall studs. Optional diamond nail holes allow for various uplift capacities with Min and Max nailing configurations.

See pages 86 and 198-200 for more information.

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ADTT-TZ Adjustable Deck Tension TieAdjustable Deck Tension Tie designed to effectively transfer the out of plane lateral loads of the deck to the house structure.


KEGQ Glulam Beam Hangers WS Wood Screw fastening, heavy steel construction, and a continuous top flange allow the KEGQ products to have high load capacities.


VTT Valley Truss TieThe VTT is a Valley Truss Tie designed to transfer loads from a valley truss into the supporting structure below. It also resists the sliding forces from downward loads when the valley truss is set upon a sloped lower roof. The ability to resist the sliding force eliminates the need for support wedges under the valley truss bottom chord or special order valley roof trusses with a bevel-cut bottom chord.


Truss & Rafters

Decks & Fences

Glulam Beam Connectors

NEW PRODUCTS

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Directory of Products

Corrosion Information . . . . . . . . . . . . . 12-17Design Notes . . . . . . . . . . . . . . . . . . . . 19-20Installation Notes. . . . . . . . . . . . . . . . . . . .20 New Products . . . . . . . . . . . . . . . . . . . . . 3-6Product Information . . . . . . . . . . . . . . . . .18Product Notes . . . . . . . . . . . . . . . . . . . . . .19Reference Number Index . . . . . . . . . . . 10-11MiTek index . . . . . . . . . . . . . . . . . . . . . . . 8-9

Angles & Straps . . . . . . . . . . . . . . . 82-102

Angles . . . . . . . . . . . . . . . . . . . 82-85, 90-91Clips . . . . . . . . . . . . . . . . . . . . . . . . . 83, 88Header Hangers. . . . . . . . . . . . . . . . . . . . .88Joist Anchors. . . . . . . . . . . . . . . . . . . . . .102 Lateral Joist Connectors . . . . . . . . . . . . . .89 Ornamental Connectors. . . . . . . . . . . . . . .93 Straps . . . . . . . . . . . . . . . . . . . . . . . . 92-102 Stud Plate Ties . . . . . . . . . . . . . . . . . .86-87

Caps & Bases . . . . . . . . . . . . . . . . . . 66-81

Column Bases . . . . . . . . . . . . . . . . . . . 71-73 Column Caps . . . . . . . . . . . . . . . . . . . . 79-81 Post Anchors . . . . . . . . . . . . . . 67-68, 70, 74Post Bases . . . . . . . . . . . . . . .66, 68-69, 78Post Caps . . . . . . . . . . . . . . . . . . . . . . 75-78

Concrete & Masonry . . . . . . . . . . . . 29-47

Adhesive Anchors . . . . . . . . . . . . . . . .29-30Anchor Bolts . . . . . . . . . . . . . . . . . . . .36-38Anchor Rod Chairs. . . . . . . . . . . . . . . . . . .39 Beam Seats. . . . . . . . . . . . . . . . . . . . . . . .46 Bearing Plates . . . . . . . . . . . . . . . . . . . . . .38Concrete Form Ties & Wedge . . . . . . . . . .40 Foundation Anchors. . . . . . . . . . . . . . . 41-45Hangers. . . . . . . . . . . . . . . . . . . . . . . . . . .47 Masonry Metals. . . . . . . . . . . . . . . . . . 32-35Mechanical Anchors . . . . . . . . . . . . . . 31-32Retro Plates. . . . . . . . . . . . . . . . . . . . . . . .39Wall Ties . . . . . . . . . . . . . . . . . . . . . . . . . .45

Structural Columns – Adjustable . . 48-51

Adjustable Support Columns . . . . . . . .48-50Column Caps . . . . . . . . . . . . . . . . . . . . . . .51Top Plates . . . . . . . . . . . . . . . . . . . . . . . . .51

Deck & Fences . . . . . . . . . . . . . . . .229-236

Angles . . . . . . . . . . . . . . . . . . . . . . . . . . .232Deck Connectors . . . . . . . . . . .229-230, 232 Fence Hardware . . . . . . . . . . . . . . .233-236Stair Angles. . . . . . . . . . . . . . . . . . . . . . .231

EWP Hangers . . . . . . . . . . . . . . . . . 146-179

Adjustable Connectors . . . . . . . . . . . . . .178 EWP Hanger Selector Guide . . . . . . . . . .146 EWP Installation . . . . . . . . . . . . . . . 147-148Face Mount Hangers . . . . . . . . . . . . 149-159 Top Mount Hangers . . . . . . . . . . . . . 160-177Slope/Skew Hangers . . . . . . . . . . . . . . .179

Fasteners . . . . . . . . . . . . . . . . . . . . . . 21-28

Nails . . . . . . . . . . . . . . . . . . . . . . . . . . 21-23Screws . . . . . . . . . . . . . . . . . . . . . . . . 24-28

General Hardware . . . . . . . . . . . . 237-245

Bridging. . . . . . . . . . . . . . . . . . . . . . 240-241 Closet Rods . . . . . . . . . . . . . . . . . . . . . . .244Corner Tie . . . . . . . . . . . . . . . . . . . . . . . .243 D.I.Y. Products . . . . . . . . . . . . . . . . . . . . .238 Drywall Clip . . . . . . . . . . . . . . . . . . . . . . .237 Insulation Supports . . . . . . . . . . . . . . . . .237Mending Plates . . . . . . . . . . . . . . . . . . . .245Nail Plates . . . . . . . . . . . . . . . . . . . . . . . .245 Plywood Clips . . . . . . . . . . . . . . . . . . . . .237Protection Plates . . . . . . . . . . . . . . . . . . .239Ridge Rafter Hanger . . . . . . . . . . . . . . . .243Shelf Brackets . . . . . . . . . . . . . . . . . . . . .244Step Flashing. . . . . . . . . . . . . . . . . . . . . .243 Stud Shoes . . . . . . . . . . . . . . . . . . . . . . .239Wall Bracing . . . . . . . . . . . . . . . . . . . . . .242

Glulam Beam Connectors . . . . . 180-188

Face Mount Hangers . . . . . . . . . . . . 180-182 Top Mount Hangers . . . . . . . . . . . . 183-188

Hangers . . . . . . . . . . . . . . . . . . . . . . 103-145

Face Mount Hangers . . . . . . . . . . . . 104-121Hangers Selector Guide . . . . . . . . . . . . . .103Masonry Hangers . . . . . . . . . . . . . . 139-145

Hangers (con't)

Panel & Purlin Hangers . . . . . . . . . . 135-138Slope/Skew Hangers . . . . . . . . . . . . 130-134Strap Hangers . . . . . . . . . . . . . . . . . . . . .130Top Mount Hangers . . . . . . . . . . . . 121-129Wall Ties . . . . . . . . . . . . . . . . . . . . . . . . .138

Holdowns . . . . . . . . . . . . . . . . . . . . . . 52-65

Concrete Angles . . . . . . . . . . . . . . . . . . . .65Foundation Straps . . . . . . . . . . . . . . . .60-63 Holdowns . . . . . . . . . . . . . . . . 52-53, 56-59 Purlin Anchors . . . . . . . . . . . . . . . . . . . . . .64 Tension Ties . . . . . . . . . . . . . . . . . . . .54-55

Lateral Systems . . . . . . . . . . . . . .252-254

Manufactured Housing . . . . . . . . . . . 251

Plated Truss . . . . . . . . . . . . . . . . .202-228

Alternate Installations . . . . . . . . . . . . . . .221Blocking Supports . . . . . . . . . . . . . . . . . .228Drag Strut Connectors . . . . . . . . . . . . . . .216Face Mount Hangers . . . . . . . . . . . . 202-207Girder Hangers . . . . . . . . . . . . . . . . 217-220Hip/Jack Connectors . . . . . . . . . . . . 214-216Skewed Nail Plate . . . . . . . . . . . . . . . . . .214Spacers/Braces . . . . . . . . . . . . . . . . 222-223Strap Hangers . . . . . . . . . . . . . . . . . 208-213Supplementary Bearing Plates. . . . . 223-224Truss Clips. . . . . . . . . . . . . . . . . . . .225-228

Specialty Options . . . . . . . . . . . .246-250

Face Mount Hanger . . . . . . . . . . . . . . . . .247Open Top Flange Hanger . . . . . . . . . . . . .248Solid Top Flange Hanger . . . . . . . . . 248-249Welded Top Flange Hanger . . . . . . . . . . .250

Truss & Rafter . . . . . . . . . . . . . . . 189-201

Angles . . . . . . . . . . . . . . . . . . . . . . . 194-195 Girder Tiedowns . . . . . . . .192-193, 196-197Moisture Barrier Plates . . . . . . . . . . . . . .189 Hurricane Ties . . . . . . . . . . . . . 195, 198-199 Truss Anchors . . . . . . . . . . . . . . . . . 189-191

WARRANTYMiTek USA, Inc. (“MiTek”) warrants its MiTek catalogue Products to be free from material defects in manufacture and design, and further warrants that they will perform within the design limitations of its published building code approvals for the applications described, when properly installed and maintained. These warranties do not cover Product deterioration due to environmental conditions, Products that have be modified or damaged, improperly installed or used outside of published design limitations or for other applications. In the event any Product is shown to not conform to these warranties, MiTek’s sole obligation, and Customer’s sole and exclusive remedy, shall be, at MiTek’s option, to replace the non-conforming product or refund the full purchase price paid by Customer to MiTek therefor. MiTek MAKES NO OTHER PRODUCT WARRANTIES, EXPRESS OR IMPLIED, OF ANY KIND, AND

PARTICULARLY EXCLUDES ANY IMPLIED WARRANTY OR MERCHANTABILITY OR FITNESS FOR A PARTICULAR PURPOSE. IN NO EVENT SHALL MiTek BE LIABLE FOR INCIDENTAL, CONSEQUENTIAL OR SPECIAL DAMAGES, REGARDLESS OF THE LEGAL THEORY OF RECOVERY, EVEN IF IT WAS AWARE OF THE POSSIBILITY OF SUCH DAMAGES. IN ANY CASE, MiTek’s MAXIMUM LIABILITY SHALL NOT EXCEED THE PURCHASE PRICE PAID BY CUSTOMER FOR THE NON-CONFORMING PRODUCT. Some states restrict consequential or other liability damage limitations, so some of the above limitations may not apply to you. MiTek reserves the right to change this warranty periodically. Consult MiTek’s website www.MiTek.ca or contact MiTek for a current warranty statement.

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55-MIFLK FlatLOK™ Screws . . . . . . . . 2655-MITMBLK TimberLOK™ Screw . . . . 27

A Angle Clip . . . . . . . . . . . . . . . . . . . . . 82AB Anchor Bolts . . . . . . . . . . . . . . . . . 38ABP Anchor Bolts . . . . . . . . . . . . . . . . . 38AC Angle Clips . . . . . . . . . . . . . . . . . . . 82ADTT Deck Tension Tie . . . . . . . 118, 229Alternate Installations . . . . . . . . . . 221ANJ Heavy Angles . . . . . . . . . . . . . . . . 90APB Post Bases . . . . . . . . . . . . . . . . . 68ARC Anchor Rod Chairs . . . . . . . . . . . . 39

B Corner Braces . . . . . . . . . . . . . . . . . 91BC Post Cap . . . . . . . . . . . . . . . . . . . . 76BCS Post Cap . . . . . . . . . . . . . . . . . . . 76BD Bolt Down . . . . . . . . . . . . . . . . . . 236BL Corner Braces . . . . . . . . . . . . . . . . 91BLACKJACK Adj. Support Columns . 49-50BN Breakfast Nook Hangers . . . . . . . 216BP Bearing Plates . . . . . . . . . . . . . . . . 38BPH Beam & Purlin Hangers . . . . . . . .161, 164-165, 167-171, 173-177

C Post Caps . . . . . . . . . . . . . . . . . . . . . 76CBE Column Bases . . . . . . . . . . . . . . . 73CBSQ Column Bases . . . . . . . . . . . . . . 72CIA-EA Epoxy Acrylate . . . . . . . . . . 29-30CIA-GEL Epoxy . . . . . . . . . . . . . . . . 29-30CMST Coiled Strapping . . . . . . . . . . . . 94CMSTC Coiled Strapping . . . . . . . . . . . 94CPB Composite Post Bases . . . . . . . . . 78CR Concrete Reinforcing Rod . . . . . . . . 33CRE Epoxy Coated Rebar . . . . . . . . . . . 35CRWFP Fluted Closet Rods . . . . . . . . 244CRWP Closet Rods . . . . . . . . . . . . . . 244CRZFP Fluted Closet Rods . . . . . . . . . 244 CRZP Closet Rods . . . . . . . . . . . . . . . 244CSH Concealed Stringer Hanger . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 121, 230

D Post Anchors . . . . . . . . . . . . . . . . . . 74DC Deck Clip . . . . . . . . . . . . . . . . . . . 232 DC Drywall Clip . . . . . . . . . . . . . . . . . 237DSC Drag Strut Connectors . . . . . . . . 216DT Face Mount Joist Hangers . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 104, 108-109DTB Deck Tie Bracket . . . . . 53, 119, 230DTUS Undersaddle Hanger . . . . . . . . . 137

EA Adhesive (CIA-EA) . . . . . . . . . . 29-30EBG Elevated Post Base . . . . . . . . . . . 69EPB Elevated Post Bases . . . . . . . . . . . 69EPBH Elevated Post Bases . . . . . . . . . 69EPCM End Post Caps . . . . . . . . . . . . . 75ERB Fence Bracket . . . . . . . . . . 120, 234EWP Hanger Selector Guide . . . . . . . 146EWP Installation . . . . . . . . . . . . .147-149

FA Foundation Anchors . . . . . . . . . 41-42FB Fence Brackets . . . . . . . . . . 120, 234FHD Panel Hanger . . . . . . . . . . . . . . . 138

FPH Fence Rail Hanger . . . . . . . . 119, 235 FRB Fence Brackets . . . . . . . . . 120, 234FT Concrete Form Ties . . . . . . . . . . . . 40FTC Floor Truss Clips . . . . . . . . . . . . 225FTCF Floor Truss Clips . . . . . . . . . . . . . 225FWAN Foundation Wall Anchor . . . . . . . 44FWH Fire Wall Hangers . . . . . . . . . 127-128FWHBP Fire Wall Hangers Beams & Purlin . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 129FWHFM Fire Wall Hangers Face Mount . .117

GEL Epoxy (CIA-GEL Series) . . . . . 29-30GHF Glulam Face Mount Hangers . . 181-182GT Girder Truss Hangers . . . . . . 219-220GTD Girder Truss Hangers . . . . . 219-220GTQ/GTQM Girder Truss Hangers . . . 218 GTS Girder Truss Hangers . . . . . 219-220 GTWS Girder Truss Hangers . . . . . . . 217

Hanger Selector Guide . . . . . . . . . . 103Hardy Frame® Shear Walls . . . . . . . . 253Hardy Frame® Special Moment Frame . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 252HBPH Top Mount Hangers . . . . . . . . . . . . . . . 161, 168-171, 173-177HBPS Bearing Plates . . . . . . . . . . . . . . 38HC Hurricane Ties . . . . . . . . . . . . 198-200HCPRS Hurricane Ties . . . . . . . . 198-200HD/HDIF Face Mount Hangers . . . . . . . . . . . 106-116, 152-153, 156-159HDO Top Mount Hangers . . . 122, 124-126HDQIF Inverted Flange Hangers . . . . . . . . . . . 106, 109-115, 152, 157-159HGA Hurricane Gusset Angles . . . . . . 195HGAM Hurricane Gusset Angles . . . . . 194HGU Girder Hanger . . . . . . . . . . 180-181HGUM Masonry Girder Hanger . . 140-141HH Header Hangers . . . . . . . . . . . . . . . 88HHC Hip/Hip Connectors . . . . . . 214-215HHCP Hurricane Ties . . . . . . . . . 198-200HJC Hip/Jack Connectors . . . . . 214-215HJHC Hip/Jack Connectors . . . . .214-215 HL Light Gauge Purlin Hangers . .121, 124HLBH Beam Hangers . . . . . . . . . . . . . . . 162, 167-170, 173-177HLPTA Truss Anchor . . . . . . . . . . . . . 190HPAHD Foundation Straps . . . . . . . . . 60HRS Strap Ties . . . . . . . . . . . . . . . 95-97HTC Heavy Truss Clip . . . . . . . . . . . . 228HTHJ Hip/Jack Connectors . . . . 214-215HTP Strap Ties . . . . . . . . . . . . . . . 95-96HTT Tension Ties . . . . . . . . . . . . . . . . . 55HTW Twist Straps . . . . . . . . . . . . 99-100HTWM Twist Straps . . . . . . . . . . . . . 102HUGT Girder Tiedowns . . . . . . . 193, 197HUS Slant Nail Hangers . . . 105, 107-109, 113-114, 153, 157, 203HWUH Top Flange Hangers . . . . 142-143

IB Incredi-Bond® Epoxy . . . . . . . . . 29-30ICPL Protection Plates . . . . . . . . . . 239

IHF Face Mount Hangers . . 150, 155-156IHFL Face Mount Hangers . 150, 155-156IS Insulation Supports . . . . . . . . . . . . 237

JA Joist Anchors . . . . . . . . . . . . . . . . 102 JA Framing Angles . . . . . . . . . . . . . . . 82JDS Purlin Hangers . . . . . . . . . . . . . . 136JH Multi-Purpose Joist Hangers . . . . 130JL Face Mount Joist Hangers . . . . . . . . . . . . . . . . . . . . . . 104, 107-108JLIF Inverted Flange Hangers . . . . . . . . . . . . . . . . . . . . . . 104, 107-108JN Power Nail Hangers . . . . . . . . . . . . . .251JNE Power Nail Hangers . . . . . . . . . . . . .251JNP Mending Plates . . . . . . . . . . . . . 245JP Adjustable Support Columns . . . . . . 48JPF Purlin Hangers . . . . . . . . . . . . . . 135JUS Slant Nail Joist Hangers . . 105, 107-114

KB Beam & Purlin Hangers . . 122, 124-126KCBQ Column Bases . . . . . . . . . . . . . . 71KCCQ Column Caps . . . . . . . . . . . . 79-81 KCCQC Column Caps . . . . . . . . . . . . . 81KCCQO Column Caps . . . . . . . . . . . . . 81KCCQOB Column Caps . . . . . . . . . . . . 81KCCQT Column Caps . . . . . . . . . . . . . . 81KECCQ End Column Caps . . . . . . . 79-81 KECCQL End Column Caps . . . . . . . . . 81KEG Glulam Beam Hangers . . . . 183-184KEGQ Glulam Beam Hangers . . . . . . . 183KGB Glulam Hangers . . . . . . . . . . . . . 185KGH Floor Girder Hangers . . . . . . . . . . 47KGLB Laminated Beam Seats . . . . . . . 46KGLBT Laminated Beam Seats . . . . . . 46KGLS Glulam Saddle Hangers . . 187-188KGLST Glulam Saddle Hangers . 187-188KGLT Glulam Beam Hangers . . . 186-187KHGB Glulam Hangers . . . . . . . . . . . 185KHGLB Laminated Beam Seats . . . . . . 46KHGLS Glulam Saddle Hangers . .187-188KHGLST Glulam Saddle Hangers .187-188KHGLT Glulam Beam Hangers . . 186-187KHHB Glulam Hangers . . . . . . . . . . . 185KHL Heavy Angles . . . . . . . . . . . . . 91, 93KHST Strap Tie . . . . . . . . . . . . . . . . . . 93 KHW Top Flange Hangers . . 123, 125-126KLB Beam & Purlin Hangers . . . 122, 124KLEG Glulam Beam Hangers . . . 183-184KMEG Glulam Beam Hangers . . 183-184KNS Protection Plate . . . . . . . . . . . . . 239KRPS Strap Ties . . . . . . . . . . . . . . . . . 98KSCT Corner Tie . . . . . . . . . . . . . . . . 243KST Strap Ties . . . . . . . . . . . . . . . 95-97KSTI Strap Ties . . . . . . . . . . . . . . . 95-97KTS Twist Straps . . . . . . . . . . . . . 99-100

L Straps . . . . . . . . . . . . . . . . . . . . . . . 93LBP Bearing Plates . . . . . . . . . . . . . . . 38LBPS Bearing Plates . . . . . . . . . . . . . . 38LDSC Drag Strut Connector . . . . . . . . 216

MiTek Alphabetical Product Index

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LFTA Strap . . . . . . . . . 99-100, 198-200LGU Girder Hanger . . . . . . . . . . 180-181LGUM Masonry Girder Hanger . . 140-141 LH Straps . . . . . . . . . . . . . . . . . . . . . . 93LJC Lateral Joist Connector . . . . . . . . 89LJQ Lateral Joist Connectors . . . . . . . 89LL LumberLok Screws . . . . . . . . . . . . 28 LPTA Embedded Truss Anchors . . . . 189LS Light Slope Hangers . . . . . . . . . . . 130LSSH Slope/Skew Hangers .131-132, 179LSTA Strap Ties . . . . . . . . . . . . . . 95-96LSTAD Foundation Straps . . . . . . . 61-62LSTI Strap Ties . . . . . . . . . . . . . . . 95-96LTS Tension Ties . . . . . . . . . . . . . . . . . 54LTTI Tension Tie . . . . . . . . . . . . . . . . . 54LTW Twist Straps . . . . . . . . . . . . 99-100LUGT Girder Tiedowns . . . . . . . 192, 196

MB Bridging . . . . . . . . . . . . . . . . . . . . 241MBG Bridging . . . . . . . . . . . . . . . . . . 241MGU Girder Hanger . . . . . . . . . . 180-181ML Angles . . . . . . . . . . . . . . . . . . 83, 232MP Framing Angles . . . . . . . . . 82, 84-85MPA Framing Angles . . . . . . . . . . . 84-85 MPF Multi-Lateral Plate Ties . . . . . 84-85MPH Masonry Hangers . . . . . . . 144-145MRT Power Nail Hangers . . . . . . . . . 251MSH Strap Hangers . . . . . . . . . . 208-209MSHA Adjustable Strap Skewed Hangers . . . . . . . . . . . . . . . . . . . . . . . . . . 211-212 MSHL/R Skewed Truss Hanger . . . . . 210MSSHL/R Skewed Hanger . . . . . . . . 213MSTA Strap Ties . . . . . . . . . . . . . . 95-96MSTAM Masonry Straps . . . . . . . . . . 101MSTC Strap Ties . . . . . . . . . . . . . . 95-97MSTCB Pre-Bent Strap . . . . . . . . . . . . 98MSTCM Masonry Straps . . . . . . . . . 101MTHF Power Nail Hangers . . . . . . . . 251MTW Twist Straps . . . . . . . . . . . . 99-100MUGT Girder Tiedown . . . . . . . . 193, 197MUS Slant Nail Joist Hangers . . . . . . . . . . . . . . . . . . . . . . . . . . . 105, 107, 203

N Bridging . . . . . . . . . . . . . . . . . . . . . 240N Nails . . . . . . . . . . . . . . . . . . . . . . 21-23 NA Nails . . . . . . . . . . . . . . . . . . . . 21-23NOP Moisture Barrier Plates . . . . . . . 189NP Mending Plates . . . . . . . . . . . . . . 245NSR Round Nail Stake . . . . . . . . . . . . . 35

O Bridging . . . . . . . . . . . . . . . . . . . . . 240Ornamental series . . . . . . . . . . . . . . . 93

PA Post Anchors . . . . . . . . . . . . . . . . . 67PA Purlin Anchors . . . . . . . . . . . . . . . . 64PAE Post Anchors . . . . . . . . . . . . . . . . 67PAHD Foundation Strap . . . . . . . . . . . . 60PAI Purlin Anchors . . . . . . . . . . . . . . . 64PAU Post Anchors . . . . . . . . . . . . . 67-68PB Post Caps . . . . . . . . . . . . . . . . . . . 77

PBC Post Beam Corner . . . . . . . . . . . . 78PBES Post Caps . . . . . . . . . . . . . . . . . 77PBS Post Caps . . . . . . . . . . . . . . . . . . 77PCM Post Caps . . . . . . . . . . . . . . . . . . 75PCP Plastic Post Caps . . . . . . . . . 77, 235PFM Screw-Bolt+ Anchors . . . . . . . . . . 31PHD Predeflected Holdowns . . . . . . . . 52PHDA Predeflected Holdowns . . . . . . . 52PHM Top Flange Hangers . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .163-166, 168-177PHXU Top Flange Hangers . . . . . . . . . . . 163-165, 167-171, 173-177PL Protection Plate . . . . . . . . . . . . . . 239Power-Stud® HD5 Anchors . . . . . . . . . 32PRT Pipe Rail Ties . . . . . . . . . . . . . . . 233PWFS Wood Foundation Strap . . . . . . 99

RBC Roof Boundary Clip . . . . . . . . . . . 83RC Plywood Clips . . . . . . . . . . . . . . . 237RCD Rod Chairs . . . . . . . . . . . . . . . . . . 34REDJACK Adj. Support Columns . . . . 49-50RFUS Uplift Girder Tie . . . . . . . . . . . . 191RP Retro Plate . . . . . . . . . . . . . . . . . . . 39RPB Retrofit Post Base . . . . . . . . . . . . 66RR Ridge Rafter . . . . . . . . . . . . . 131, 243RS Coiled Strapping . . . . . . . . . . . . . . 94RSCH Post Anchors . . . . . . . . . . . . . . . 74RSPT Stud Plate Ties . . . . . . . . . . . . . 86RT Hurricane Ties . . . . . . . . . . . . 198-200RTM Hurricane Retrofit Connector . . . 195RUSC Strap Connector . . . . . . . . . . . 201RWB Wall Bracing . . . . . . . . . . . . . . . 242

SAL Steel Angle Lintels . . . . . . . . . . . . 32SB Shelf Brackets . . . . . . . . . . . . . . . 244SBP Bearing Plates . . . . . . . . . . 223-224SCA Stair Angles . . . . . . . . . . . . . 90, 231SCH Safety Caps . . . . . . . . . . . . . . . . . 34SDJT Joist Tie . . . . . . . . . . . . . . . . . . . 92SDPT Strap Post Ties . . . . . . . . . . . . . 92SF Step Flashing . . . . . . . . . . . . . . . . 243SFA Foundation Anchor . . . . . . . . . . . . 45SFC Framing Clip . . . . . . . . . . . . . . . . . 88SFJA Foundation Anchor . . . . . . . . . . . 45SFP Fence Post Connectors . . . . . . . 236SHA Masonry Uplift Connectors . . . . 194SKH Skewed 45° Hangers . . . . . 132-134SKHH Skewed 45° Hangers . . . 132-134SMP Fence Post Connectors . . . . . . . 236SNP Skewed Nail Plate . . . . . . . . . . . 214Specialty Options . . . . . . . . . . 246-250SPT Stud Plate Ties . . . . . . . . . . . . 86-87SPTH Stud Plate Ties . . . . . . . . . . . . . 87SPTHW Stud Plate Ties . . . . . . . . . . . . 87ST Face Mount Joist Hangers . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 104, 107-108 ST Foundation Anchors . . . . . . . . . . . . 43ST Strap Ties . . . . . . . . . . . . . 93, 95-96Stabilizer . . . . . . . . . . . . . . . . . . . . . . 222

STAD Foundation Straps . . . . . . . . 61-62STB Anchor Bolts . . . . . . . . . . . . . 36-37STBL Anchor Bolts . . . . . . . . . . . . 36-37STC Scissor Truss Clips . . . . . . . . . . . 227STS Stud Shoes . . . . . . . . . . . . . . . . 239SUH Joist Hangers . . . . . . .104, 107-116SW Top Flange Hangers . . . . . . 123-125SWH Top Flange Hangers . . . . . 123-126

T Straps . . . . . . . . . . . . . . . . . . . . . . . 93T2CC BLACKJACK / REDJACK Column Caps . . . . . . . . . . . . . . . . . . . . 51T2TP BLACKJACK / REDJACK Supplementary Top Plates . . . . . . . . . . 51TA Foundation Straps . . . . . . . . . . . . . 63TD Holdowns . . . . . . . . . . . . . . . . . 56-57TDL Concrete Angles . . . . . . . . . . . . . . 65TDX Holdowns . . . . . . . . . . . . . . . . 56-57TFI Top Mount Hangers . . . . . . . . . . . . . . . 160, 165-167, 169-171TFL Top Mount Hangers . . . 160, 165-166TH Straps . . . . . . . . . . . . . . . . . . . . . . 93THD Face Mount Truss Hangers . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 154, 158-159, 204THDH Face Mount Hangers . . . . . . . . . . . . . .154, 157-159, 205-206THDHQ Girder Truss Hangers . . . . . . . 207THDS Truss Hanger . . . . . . . . . . . . . . 202THF Face Mount Hangers . . . . . . 151, 156THFI Face Mount I-Joist Hangers . .149, 155THO Top Mount Hangers . . 160, 164-173THR Threaded Rods . . . . . . . . . . . . . . 35TMP Rafter-To-Plate Connectors . . . . 178TMPH Rafter-To-Plate Connectors . . 178TPP Mending Plates . . . . . . . . . . . . . 245TR Roof Truss Ties . . . . . . . . . . . . . . 227TS Truss Spacer . . . . . . . . . . . . . . . . 223TSP Stud Plate Tie . . . . . . . 86, 198-200TSX Truss Spacers . . . . . . . . . . . . . . 223TT D.Y.I. Products . . . . . . . . . . . . . . . . 238TUS Undersaddle Hanger . . . . . . . . . . 137TW Tie Wire . . . . . . . . . . . . . . . . . . . . . 33TWTT Tie Wire Tying Tool . . . . . . . . . . . 33

UMH Universal Masonry Hangers . . . 139 UPHD Holdowns . . . . . . . . . . . . . . . . . 58

VTT Valley Truss Tie . . . . . . . . . . . . . 226

WAS Wet Post Anchors . . . . . . . . . . . . 70WB Wall Bracing . . . . . . . . . . . . . . . . 242WBC Wall Bracing . . . . . . . . . . . . . . . 242WBT Wall Bracing . . . . . . . . . . . . . . . 242WE Wet Post Anchors . . . . . . . . . . . . . 70WG Concrete Form Wedge . . . . . . . . . 40WM Welded Wire Mesh . . . . . . . . . . . . 33 WS Wood Screws . . . . . . . . . . . . . 24-25WT Wall Ties . . . . . . . . . . . . . . . . 45, 138

Z4™ Tie-Down Systems . . . . . . . . . . . 254ZC Blocking Supports . . . . . . . . . . . . 228

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Reference Number Index

About the Reference NumbersReference numbers shown throughout the charts in this catalogue are part numbers which may be more familiar to customers in various regions. These are included for the convenience of our new customers who have recently switched from a competitor’s product line to MiTek.

The reference numbers in this catalogue are for general application comparison only and should not be used as a substitution tool. The user is responsible to compare specific load values, fastener schedules, material specifications, and other factors to determine suitability of use for any particular product.

A Angle . . . . . . . . . . . . . . . . . . . . . . . 65, 82, 91A34/A35 Anchor . . . . . . . . . . . . . . . . . . . . . . 85ABA/ABU Post Base . . . . . . . . . . . . . . . . .67-68ABL Anchor Bolt Locator . . . . . . . . . . . . . . . . 39AC/ACE Post Cap . . . . . . . . . . . . . . . . . . . . . 77B Hanger. . . . . . 124-126, 165, 169-170, 175-177BA Hanger . . . . . . . . . . 125, 164-165, 168-170BC Base . . . . . . . . . . . . . . . . . . . . . . . . . . . . .74BC Cap . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 76BP Bearing Plate . . . . . . . . . . . . . . . . . . . . . . 38BPS Bearing Plate . . . . . . . . . . . . . . . . . . . . . 38BT Brick Tie . . . . . . . . . . . . . . . . . . . . . 45, 138CB Column Base . . . . . . . . . . . . . . . . . . . . . . 71CBQ Column Base . . . . . . . . . . . . . . . . . . . . . 71CBSQ Column Base. . . . . . . . . . . . . . . . . . . . 72CCQ Column Cap . . . . . . . . . . . . . . . . . . 79-80CMST Strap . . . . . . . . . . . . . . . . . . . . . . . . . 94CMSTC Coiled Strap . . . . . . . . . . . . . . . . . . . 94CPS Composite Standoff . . . . . . . . . . . . . . . 78CS Strap . . . . . . . . . . . . . . . . . . . . . . . . . . . . 94DBTZ Deck Tie . . . . . . . . . . . . . . . . . . . . . . 232 DGH Drywall Hanger . . . . . . . . . . . . . . . . . . 128DGB Drywall Hanger . . . . . . . . . . . . . . . . . 128DJT Deck Tie . . . . . . . . . . . . . . . . . . . . . . . . 92DPPC Decorative Post Cover . . . . . . . . . 77, 235DPT Deck Tie . . . . . . . . . . . . . . . . . . . . . . . . 92DS Drywall Stop . . . . . . . . . . . . . . . . . . . . . 237DSC Drag Strut Connector . . . . . . . . . . . . . 216DSP Double Stud Plate . . . . . . . . . . . . . . . . . 86DTC Roof Truss Clip . . . . . . . . . . . . . . . . . . 227DTT Deck Tension Tie . . . . . . 53, 118-119, 229ECCQ Column Cap . . . . . . . . . . . . . . . . . . . . 80EG Hanger . . . . . . . . . . . . . . . . . . . . . . . . . 184EGQ Hanger . . . . . . . . . . . . . . . . . . . . . . . . 183EPB Post Base . . . . . . . . . . . . . . . . . . . . . . . 69EPC Post Cap . . . . . . . . . . . . . . . . . . . . . . . . 75FB/FBR Fence Bracket . . . . . . . . . . . . 120, 234FC Framing Clip. . . . . . . . . . . . . . . . . . . . . . . 88FGTR Girder Tiedown . . . . . . . . . . . . . . . . . 191

FJA Anchor . . . . . . . . . . . . . . . . . . . . . . . . . . 45FPBB44 E-Z Base . . . . . . . . . . . . . . . . . . . 236FPBM44 E-Z Mender . . . . . . . . . . . . . . . . . 236FPBS44 E-Z Spike . . . . . . . . . . . . . . . . . . . 236FWANZ Foundation Wall Angle . . . . . . . . . . . 44FSC Strap . . . . . . . . . . . . . . . . . . . 53, 119, 230GA Angle . . . . . . . . . . . . . . . . . . . . . . . . . . . 82GB Hanger . . . . . . . . . . . . . . . . . . . . . . . . . 185GBC Gable Bracing . . . . . . . . . . . . . . . . . . . 199GH Hanger . . . . . . . . . . . . . . . . . . . . . . . . . . 47GLB/GLBT Beam Seat . . . . . . . . . . . . . . . . . 46GLS Hanger . . . . . . . . . . . . . . . . . . . . . . . . 188GLT Hanger . . . . . . . . . . . . . . . . . . . . . . . . 186GLTV Hanger . . . . . . . . .167-170, 173-177, 186H Hurricane Ties . . . . . . . . . . . . . . . . . 100, 199HB Hanger . . . . . . . . . . . . . . 168-171, 173-177HCP Hip Corner Plate . . . . . . . . . . . . . . . . . 199HD Holdown . . . . . . . . . . . . . . . . . . . . . . . . . 57HDB Holdown . . . . . . . . . . . . . . . . . . . . . . . . 57HDQ Holdown . . . . . . . . . . . . . . . . . . . . . . . . 58HDU Holdown . . . . . . . . . . . . . . . . . . . . . 52, 58HETAL Truss Anchor . . . . . . . . . . . . . . . . . . 191 HGA Gusset Angle . . . . . . . . . . . . . . . . . . . . 195 HGAM Gusset Angle . . . . . . . . . . . . . . . . . . 194HGB Hanger . . . . . . . . . . . . . . . . . . . . . . . . 185HGLB Beam Seat . . . . . . . . . . . . . . . . . . . . . 46HGLS Hanger . . . . . . . . . . . . . . . . . . . . . . . 188HGLT Hanger . . . . . . . . . . . . . . . . . . . . . . . 186HGLTV Hanger. . . . . . . . 168-170, 174-177, 186HGT Girder Tiedown . . . . . . . . . . . . . . 193, 197HGU Girder Hanger . . . . . . . . . . . . . . . . . . . 180HGUM Girder Hanger. . . . . . . . . . . . . . . . . . .141 HGUS Hanger . . . . . . . . . . . . 158-159, 205-206HGUQ Girder Truss Hanger . . . . . . . . . . . . . 207HH Hanger . . . . . . . . . . . . . . . . . . . . . . . . . . 88HHB Hanger . . . . . . . . . . . . . . . . . 125-126, 185HHDQ Holdown . . . . . . . . . . . . . . . . . . . . . . . 58HHUS Hanger . . . . . . . . . . . . . . . .158-159, 204HIT Hanger . . . . . . . . . . . . . . 166-167, 170-171HL Angle . . . . . . . . . . . . . . . . . . . . . . . . . . . 91HL Strap Tie . . . . . . . . . . . . . . . . . . . . . . . . . 93HM Hurricane Tie . . . . . . . . . . . . . . . . . . . . 195HRS Strap Tie . . . . . . . . . . . . . . . . . . . . . . . . 97HS Hurricane Tie . . . . . . . . . . . . . . . . . . . . 199HSUR/HSUL Hanger . . . . . . . . . . . . . . . 133-134HT Strap Tie . . . . . . . . . . . . . . . . . . . . . . . . . 93HTC Heavy Truss Clip . . . . . . . . . . . . . . . . . 228HTPZ Strap Tie . . . . . . . . . . . . . . . . . . . . . . . 96HTS Twist Strap . . . . . . . . . . . . . . . . . . . . . 100HTSM Twist Strap . . . . . . . . . . . . . . . . . . . 102HTT Tension Tie . . . . . . . . . . . . . . . . . . . . . . 55HTU Hanger . . . . . . . . . . . . . . . . . . . . . . . . 204HU/HUC Hanger . . . . . . 107-116, 156-159, 203

HUCQ Hanger . . . . . . . . . . . . .109-115, 157-159HUS/HUSC Hanger . . 107-109, 113-114, 157, 203HUSTF Hanger . . . . . . . . . . . . . . . . . . . 124-125HUITF/HUTF Hanger . . . . . . . . . . . . . . 124-125HW Hanger . . . . . . . . . . . . . . . . . . . . . . 125-126HWI Hanger . . . . . . . . . . . . . 168-171, 176-177HWU Hanger . . . . . . . . . . . . 167-170, 173-176IS Insulation Support . . . . . . . . . . . . . . . . . . 237ITS Hanger . . . . . . . . . . . . . . . . . . . . . .164-166IUS Hanger . . . . . . . . . . . . . . . . . . . . . . 154-156JB Hanger . . . . . . . . . . . . . . . . . . . . . . . . . .124JBA Hanger. . . . . . . . . . . . . . . . . . . . . . . . . .124L Angle . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 82L Strap Tie . . . . . . . . . . . . . . . . . . . . . . . . . . 93LB Hanger . . . . . . . . . . . . . . . . . . . . . . . . . .124LBP Bearing Plate . . . . . . . . . . . . . . . . . . . . 38LBV Hanger . . . . . . . . . . . . . . . . . . . . . 164-173LCB Column Base . . . . . . . . . . . . . . . . . . . . 73LCE Post Cap . . . . . . . . . . . . . . . . . . . . . . . . 77LEG Hanger . . . . . . . . . . . . . . . . . . . . . . . . 184LF Hanger . . . . . . . . . . . . . . . . . . . . . . . 154-156LGT Girder Tiedown . . . . . . . . . . . . . . 192, 196LGU Girder Hanger . . . . . . . . . . . . . . . . . . . 180LGUM Girder Hanger . . . . . . . . . . . . . . 140-141LJS Hanger . . . . . . . . . . . . . . . . . . . . . . . . . 203LPC Post Cap . . . . . . . . . . . . . . . . . . . . . . . . 77LS Angle . . . . . . . . . . . . . . . . . . . . . . . . . . . . 82LSCZ Stringer Connector . . . . . . . . . . 121, 230LSSU Hanger . . . . . . . . . . . . . . . . . . . .132, 179LSTA Strap Tie . . . . . . . . . . . . . . . . . . . . . . . 96LSTI Strap Tie . . . . . . . . . . . . . . . . . . . . . . . 96LSTHD Holdown . . . . . . . . . . . . . . . . . . . . . . 61LSU Hanger . . . . . . . . . . . . . . . . . . . . .132, 179LT Hanger . . . . . . . . . . . . . . . . . . . . . . . 164-170LTA Truss Anchor . . . . . . . . . . . . . . . . . . . . 189LTB Bridging . . . . . . . . . . . . . . . . . . . . . . . 240LTHJA Hanger. . . . . . . . . . . . . . . . . . . . . . . 215LTP Framing Anchor . . . . . . . . . . . . . . . . . . . 85LTS Twist Strap . . . . . . . . . . . . . . . . . . . . . 100LTT/LTTI Tension Tie . . . . . . . . . . . . . . . . . . 54LU Hanger . . . . . . . . . . . . . . . . . . 107-108, 116LUC Hanger . . . . . . . . . . . . . . . . . . . . . 107-108LUS Hanger . . . . . . . . . . . . . . . . . . . . . 107-114MAB Mudsill Anchor . . . . . . . . . . . . . . . . . . . 43MASA Mudsill Anchor . . . . . . . . . . . . . . . . . . 42MBHU Masonry Hanger . . . . . . . . . . . . . . . 139MEG Hanger . . . . . . . . . . . . . . . . . . . . . . . . 184MGT Girder Tiedown . . . . . . . . . . . . . 193, 197MGU Girder Hanger . . . . . . . . . . . . . . . . . . 180MIT Hanger . . . . . . . . . . . . . . . . . . . . . 164-173MIU Hanger . . . . . . . . . . . . . . . . . . . . . 154-158ML Angles . . . . . . . . . . . . . . . . . . . . . . 83, 232MMH Hanger . . . . . . . . . . . . . . . . . . . . . . . 251


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Reference Number Index

MMLU/MMLUI Hanger . . . . . . . . . . . . . . . . 251 MP Mending Plate . . . . . . . . . . . . . . . . . . . 245MST Strap Tie . . . . . . . . . . . . . . . . . . . . . . . 97MSTA Strap Tie . . . . . . . . . . . . . . . . . . . . . . 96MSTAM Strap Tie . . . . . . . . . . . . . . . . . . . . 101MSTC Strap Tie . . . . . . . . . . . . . . . . . . . 96-97MSTCB Strap Tie . . . . . . . . . . . . . . . . . . . . . 98MSTCM Strap Tie . . . . . . . . . . . . . . . . . . . . 101MSTI Strap Tie . . . . . . . . . . . . . . . . . . . . . . . 97MTS Twist Strap . . . . . . . . . . . . . . . . . . . . . 100MTSM Twist Strap . . . . . . . . . . . . . . . . . . . 102MUS Hanger . . . . . . . . . . . . . . . . . . . . .107, 203Nails . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 22NCA Nailless Bridging . . . . . . . . . . . . . . . . 241NS Nail Stopper . . . . . . . . . . . . . . . . . . . . . 239OHA Hanger . . . . . . . . . . . . . . . . . . . . . . . . . 93OL/OT/OHL/OHT Hangers . . . . . . . . . . . . . . 93OS/OHS Hangers . . . . . . . . . . . . . . . . . . . . . 93PA Holdown . . . . . . . . . . . . . . . . . . . . . . . . . 63PA Purlin Anchor . . . . . . . . . . . . . . . . . . . . . 64PAI Purlin Anchor . . . . . . . . . . . . . . . . . . . . . 64PB/PBS Post Base . . . . . . . . . . . . . . . . . . . . 70PC Post Cap . . . . . . . . . . . . . . . . . . . . . . . . . 75PF Hanger . . . . . . . . . . . . . . . . . . . . . . . . . 135PFB/PFDB Hanger . . . . . . . . . . . . . . . . . . . 136PFDS Hanger. . . . . . . . . . . . . . . . . . . . . . . . 138PGT Pipe Grip Tie . . . . . . . . . . . . . . . . . . . . 233PGTIC Pipe Grip Tie . . . . . . . . . . . . . . . . . . 233PSCA Sheathing Clip . . . . . . . . . . . . . . . . . 237PSCL Sheathing Clip . . . . . . . . . . . . . . . . . . 237PSPNZ Protective Plate . . . . . . . . . . . . . . . 239PWFS Strap Tie . . . . . . . . . . . . . . . . . . . . . . 99RBC Roof Boundary Clip . . . . . . . . . . . . . . . . 83RCPS Post Base . . . . . . . . . . . . . . . . . . . . . . 69RCWB Wall Bracing. . . . . . . . . . . . . . . . . . . 242RFB Retrofit Bolt . . . . . . . . . . . . . . . . . . . . . . 35RP Retro Plate . . . . . . . . . . . . . . . . . . . . . . . 39RPBZ Retrofit Post Base . . . . . . . . . . . . . . . . 66RPS Strap Tie . . . . . . . . . . . . . . . . . . . . . . . . 98RR Connector . . . . . . . . . . . . . . . . . . . 132, 243RSP Stud Plate Tie . . . . . . . . . . . . . . . . . . . . 86RTA/RTB/RTC/RTF/RTR/RTU Rigid Tie . . 238SD Screw . . . . . . . . . . . . . . . . . . . . . . . . . . . 28SDS Screw . . . . . . . . . . . . . . . . . . . . . . . . . . 24SDW Multi-Ply Wood Screw . . . . . . . . . . . . . 26SP/SPH Stud Plate Tie . . . . . . . . . . . . . . 86-87SPECANGLE . . . . . . . . . . . . . . . . . . . . . . . . . 91SS Stud Shoe . . . . . . . . . . . . . . . . . . . . . . . 239SSP Single Stud Plate . . . . . . . . . . . . . . . . . 86SSTB Anchor Bolt . . . . . . . . . . . . . . . . . . . . . 37SSTBL Anchor Bolt . . . . . . . . . . . . . . . . . . . . 37ST Strap Tie . . . . . . . . . . . . . . . . . . . . . . 96-97STC Roof Truss Clip . . . . . . . . . . . . . . . . . . 227

STCT Roof Truss Clip. . . . . . . . . . . . . . . . . . 227STHD Holdown . . . . . . . . . . . . . . . . . . . . . . . 62SUR/SUL Hanger . . . . . . . . . . . . . . . . . 133-134T Strap Tie . . . . . . . . . . . . . . . . . . . . . . . . . . 93TA Staircase Angle . . . . . . . . . . . . . . . . 90, 231TB Tension Bridging . . . . . . . . . . . . . . . . . . 240TBE Truss Enhancer . . . . . . . . . . . . . . . . . . 224TBP Truss Seat . . . . . . . . . . . . . . . . . . . . . . 189TC Truss Connector . . . . . . . . . . . . . . . . . . 227THA/THAC/THAI Hanger . . . . . . . . . . . . . . 209THD Titen HD® Anchor . . . . . . . . . . . . . . . . . 31THAL/R Truss Hanger . . . . . . . . . . . . . . . . . 210THASR/L Truss Hanger . . . . . . . . . . . . . . . . 212THGB/THGBH Hanger . . . . . . . . . . . . . . . . 219THGQ/THGQH Hanger . . . . . . . . . . . . . . . . 218THJA Hanger . . . . . . . . . . . . . . . . . . . . . . . 215THJM Hanger . . . . . . . . . . . . . . . . . . . . . . . 216THJU Hanger . . . . . . . . . . . . . . . . . . . . . . . 215TJC Truss Connector . . . . . . . . . . . . . . . . . 214TP Tie Plate . . . . . . . . . . . . . . . . . . . . . . . . 245TS Twist Strap . . . . . . . . . . . . . . . . . . . . . . 100TSBR Truss Spacer . . . . . . . . . . . . . . . . . . 222TSF Truss Spacer . . . . . . . . . . . . . . . . . . . . 223TSP Stud Plate Tie . . . . . . . . . . . . . . . . 86, 199 TSS Truss Seat . . . . . . . . . . . . . . . . . . . . . . 189TWB Wall Bracing . . . . . . . . . . . . . . . . . . . 242U Hanger . . . . . . . . . . . . . . . 107-116, 155, 157VPA Connector . . . . . . . . . . . . . . . . . . . . . . 178VTCR Valley Truss Clip . . . . . . . . . . . . . . . . 226W Hanger . . . . . . . . . . . . . . . . . . . . . . . 124-125W Wedge . . . . . . . . . . . . . . . . . . . . . . . . . . . 40WA Wedge-All® Anchor . . . . . . . . . . . . . . . . . 32WB/WBC Wall Bracing . . . . . . . . . . . . . . . . 242WM Hanger . . . . . . . . . . . . . . . . . . . . . 144-145WMI Hanger . . . . . . . . . . . . . . . . . . . . . . . . 145WNP Hanger . . . . . . . . . . . . . . . . . . . . . 124-126WP Hanger . . . . . . . . . . . . . . 164-168, 172, 174WPI Hanger . . . . . . . . . . . . . 166-173, 175-176WPU Hanger . . . . . . . . . . . . . 164-165, 168-171WT Wedge Form Tie . . . . . . . . . . . . . . . . . . . 40Z Clip . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 228

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Corrosion Information

For the majority of applications, metal hangers and connectors are used in interior, above ground, dry service conditions. They are typically not being exposed to corrosive environments which can significantly reduce their strength and longevity.

What is Corrosion? Corrosion is the destructive degradation of steel due to its interaction with the environment. Here the steel is the connector and the environment is whatever the connector interacts with, namely wood and air. Each environment may contain one or more corrodents (substances that cause corrosion) acting independently or in combination to degrade the strength of the connectors.

Electrochemical oxidation is the most common type of corrosion affecting metal connectors. It is a process in which iron (Fe) reacts with oxygen (O2) in the presence of an electrolyte such as water (H2O) to form iron oxide (Fe2O3), a brown and flaky by-product commonly known as rust.

Steel is an iron-based metal alloy which is susceptible to this type of corrosion, even when exposed to normal atmospheric air, since air contains oxygen and water as part of its normal composition. While steel is very strong, rust is not. Over time, the continuous formation of rust eats away the base metal and reduces the strength of the connector. The rate of oxidation generally increases with increasing moisture content, the presence of salt, or when galvanic corrosion is a contributing factor.

Galvanic corrosion occurs when there is an interaction between dissimilar metals that are in contact with one another. The degree of corrosion depends on where the metals reside in the galvanic series, which is a compilation of known metals and their relative reactivity. The more active metal (anode) will corrode preferentially while shielding the more

passive metal (cathode) from further degradation. For example, with galvanized steel, zinc is used as a coating on the steel because it sacrificially corrodes to protect the steel substrate underneath. The coupling between zinc and steel is said to have a lower galvanic potential than the coupling between zinc and stainless steel because zinc and steel are closer to each other in the galvanic series. In general, the coupling with a lower galvanic potential would result in a slower corrosion rate.

Corrosion Protection OptionsZinc Galvanizing: Most connectors are manufactured from pre-galvanized sheet steel or coiled steel, which is typically made by the hot-dip process in accordance with ASTM-A653 and ASTM-A924 standards. Fasteners are galvanized in accordance with ASTM-A153. In the manufacturing of the connectors, the punching and shearing processes create exposed bare metal surfaces. Thankfully, zinc has an incredible ability to ‘heal’ itself; the zinc around the exposed metal corrodes and deposits a layer of zinc corrosion by-product called zinc patina (white powdery appearance) over the exposed metal to further protect it.

By being more reactive than steel, zinc sacrificially corrodes at a steady rate over time to shield the steel from the effect of corrosion. The protection ability of zinc is proportional to its thickness, which is proportional to the amount of zinc applied. Zinc coating is specified as the total weight on both sides of the sheet steel, measured in ounces per square foot (oz/ft2). For example, G90 means that there are 0.90 oz/ft2; G185 has 1.85 oz/ft2 and would last about two times longer than G90. G90 is the minimum protection for connectors and is standard in MiTek connectors.

Design Guidelines: Where there are governing national or local building code requirements, they should be used in the selection of the connectors and their protection against corrosion. In the absence of such requirements, the decision rests on the experience and judgment of the building designer/engineer. Design guidelines are presented in this section to aid the building designer/engineer in this selection process, but it is the responsibility of the building designer/engineer to determine the most viable solution based on an evaluation of the connectors to the specific corrosive environment(s). The guidelines consist of best practices, recommended protection levels for the connectors, and strength modification factors for the lumber/connectors.

Where there are multiple options suggested, do not automatically default to the lowest protection level. The lower protection level is intended to address less severe conditions while the higher protection level is meant to address more severe conditions. Select the option that eliminates or adequately reduces the vulnerability of the connectors to the corrodents. When in doubt, use a higher level of protection than anticipated or seek professional consultation.

Wood Environment

Before

METAL

After Healing

METAL

Air Environment

MOISTURE

SALT

CHLORINE

AMMONIA

HYDROGEN-SULFIDE

OTHER CHEMICALSEXPOSED METAL

ZINC ZINC

ZINC PATINA

FIRE

MOISTURE

PRESERVATIVE

O2 O2

O2O2

Iron + Oxygen RustWater

(Electrolyte)

Galvanic Series (Abbreviated)

More Active (Anodic-)

More Passive (Cathodic +)

Zinc

Aluminum

Steel

Brass

Copper Nickel

Stainless Steel - Type 304

Stainless Steel - Type 316

OR


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Relative Corrosion Resistance Capability: The chart below ranks the available options in terms of their relative effectiveness against corrosion. As expected, the ability to resist corrosion increases with increasing zinc thickness, so G185 is the most durable pre-galvanized product available. Gold Coat offers enhanced protection compared to G185 while stainless steel offers the best protection for most applications.

Galvanic Corrosion: The simplest and most practical solution to minimize galvanic corrosion is to make sure that the components that are in direct contact with each other are made of the same material or coating. Once this is achieved, there is no net galvanic potential between the components and galvanic corrosion is eliminated or significantly reduced. For example, use galvanized nails for galvanized connectors and stainless steel nails for stainless steel connectors.

Wet Service Condition: For lumber, this refers to any service condition in which the average equilibrium moisture content is 15% or more over a year or may exceed 19% at any time. For lumber to get above 19% moisture, the relative humidity in the air needs to reach above 80%. Unfortunately, this is above the critical humidity level for the electrochemical oxidation of steel, which is around 70%. Beyond 70%, the rate of corrosion in the connectors increases rapidly due to the abundant availability of moisture.

G90 may not be suitable for use in wet service condition.

Preservative (Pressure) Treated Wood: There are many preservative wood treatment formulations available on the market today. The element that is common to most of them is the presence of copper in the formulation which can contribute to the corrosion of steel connectors and fasteners.

Of the copper based preservatives, the two types are micronized copper and soluble copper. Micronized copper formulations MCA (micronized copper azole) and MCQ (micronized copper quat) are sold under different brand names and are the most predominant formulation in today’s preservative treated wood industry. Soluble copper formulations CA (copper azole) and ACQ (alkaline copper quat) have also been very popular since they replaced CCA (chromated copper arsenate) which was phased out in 2004. Other “metal free” preservatives are still used for above ground and sill plate applications, but are not as common. One of the main criterion affecting the selection of one preservative treatment over another is the type of wood being treated and how well it can be penetrated by the treatment.

While many of the advanced wood treatment formulations containing copper used today have proven to be less corrosive to steel, especially micronized copper, MiTek recommends a higher level of corrosion protection for connectors in contact with copper based wood treatments.

Connectors and fasteners in contact with metal free wood preservatives do not require additional corrosion protection due to the preservative itself, however all factors that can create the corrosive environment should be considered when selecting the appropriate finish. If unsure as to whether a particular treatment is corrosive to steel fasteners, check with the supplier of the preservative treated wood product for their recommendation.

Fire Retardant Treated (FRT) Wood: Although most common FRT products are not corrosive to metal connectors, not all products are non-corrosive. Additionally, they typically require proprietary strength reductions applied to the lumber in accordance with the manufacturer’s specifications. Since the lumber strength is lower, the lateral and withdrawal resistance of nails must also be reduced accordingly. It is important to note that some fire retardants cause the wood to absorb more moisture from the air than untreated lumber. Consequently, the connector may be exposed to a higher level of moisture, resulting in more corrosion.

Swimming Pools: This is one of the most hazardous environments for steel connectors due to continuous exposure to high temperature, high moisture content, and corrosive chemicals such as chlorine, bromine, and other disinfectants. The combination of all these factors can lead to accelerated corrosion and premature structural failure. This environment is so corrosive that all possible preventive measures should be employed to prevent the hanger from being exposed to the pool water. These include the use of a vapor barrier and a ventilation system that does not take the air from the pool environment.

Additionally, it has been known that certain grades of stainless steel (304, 316, and others) are susceptible to a mode of structural failure known as stress corrosion cracking (SCC) when exposed to a swimming pool environment. SCC is usually localized near areas of high residual stress and small cracks can rapidly propagate and cause catastrophic failures. See warning below.

Gold Coat may be the best choice in this environment.

WARNINGStainless steel connectors and fasteners shall not be used for metal hangers over swimming pools due to stress corrosion cracking. SCC has been known to occur under the following conditions:• Use of certain grades of stainless steel (grades 304, 316

and others).• Structural members subjected to high tensile stress.• Presence of certain chemicals, including chlorine and bromine.

!

Relative Corrosion Resistance Capability:

G90 TZ HDG GC SS (G185) (Gold Coat)

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UC1 Interior construction, Continuously protected from General framing, Interior/Dry Above ground, weather or other sources of interior construction Untreated G90

Dry moisture UC2 Interior construction, Protected from weather, but may be Sill plates SBX-DOT, Organic G90

Interior/Damp Above ground, subject to sources of moisture ACQ-D (0.15), CA-B (0.10), Damp CA-C (0.06), MCQ (0.06),

μCA-C (0.05) UC3.1 Exterior construction, Exposed to all weather cycles, not Exposed exterior beams ACQ-D (0.25), MCQ (0.15), Above Ground Above ground, exposed to prolonged wetting or columns in an open, CA-B (0.10), CA-C (0.06), Protected Rapid water runoff covered structure μCA-C (0.05), Organic

UC3.2 Exterior construction, Exposed to all weather cycles, Deck beams and joists ACQ-D (0.25), MCQ (0.15), Above Ground Above ground, including prolonged wetting CA-B (0.10), CA-C (0.06), Exposed Poor water runoff μCA-C (0.05), Organic

UC4.1 Ground contact, Fresh Ground contact or fresh water ACQ-D (0.40), MCQ (0.23), Ground Contact water; includes above exposed to all weather cycles, CA-B (0.21), CA-C (0.15), General Use ground applications Normal exposure μCA-C (0.14) UC4.2 Exterior construction, Ground contact, fresh/salt water Permanent wood ACQ-D (0.60), MCQ (0.23), Ground Contact Ground contact, water splash exposed to all foundations, critical CA-B (0.31), CA-C (0.25), Heavy Duty Critical components weather cycles structural members μCA-C (0.23)

1) G90 and G-185 refer to galvanization requirements for ASTM A653 material. 2) Connectors galvanized to ASTM A123 may be used in place of either G90 or G185 coatings. 3) Other coating may be suitable for a given environment if the conditions are known and predictable. 4) For G185 connectors use fasteners galvanized per ASTM A153. For Gold Coat connectors, use Gold Coat fasteners and for stainless steel connectors, use stainless steel fasteners. 5) If the enviroment has the potential to contain elements which may make it more corrosive, the use of stainless steel is recommended. 6) MCQ is a micronized copper treatment such as Micro Pro by Koppers. μCA-C is a dispersed copper treatment manufactured by Arch Treatment Technologies. Organic preservatives include L3 from Arch Treatment Technologies and EcoLife II from Viance, LLC. 7) For wood treatments not shown, contact MiTek or the wood preservative manufacturer for recommended coatings. 8) Testing by MiTek has found that in interior applications where the treated wood will remain relatively dry during its service life the use of G90 connectors with MCQ or μCA-C treated wood is appropriate. 9) SBX/DOT= Sodium Borate; ACQ-D = Alkaline Copper Quat Type D; CA-B = Copper Azole Type B; CA-C = Copper Azole Type C; MCQ = Micronized Copper Quat; μCA-C = Dispersed Copper Azole Type C. The number listed in the parenthesis is the required retention level in pounds per cubic foot, or PCF.10) Deck joists and beams must be treated to Use Category UC4.1 when they are difficult to maintain, repair or replace and are critical to the performance and safety of the deck. 11) Users must perform periodic inspection and provide regular maintenance to ensure the satisfactory performance of the structure.

Stainless Steel

Structural Connectors Coating Recommendations

Triple Zinc (G-185)8,

HDG (post hot dipped),

Exterior Coat11

Triple Zinc (G-185),HDG (post hot dipped),

Exterior Coat11 orMiTek Gold Coat

Triple Zinc (G-185),HDG (post hot dipped),or MiTek Gold Coat

Triple Zinc (G-185),HDG (post hot dipped),

or MiTek Gold Coat5

Example Applications

Use Environment

Service Conditions

Use Category(CSA 080-08)

Preservatives and Retentions6,7,9

Minimum Coating Requirements1,2,3,4

Deck posts, beams and joists. Fresh water

docks10

The Structural Connectors Coating Recommendations chart below was developed by reviewing field service performance and accelerated corrosion test results. They are offered as general guidelines and are not intended to cover all possible service conditions. Additional consideration may also be needed for: wet service conditions preservation treated lumber fire retardant treated lumber strength reducing chemicals building near salt water coastal areas.

Additionally, the Corrosion Protection Guidelines to the right may also be used to assist in making the proper choice of corrosion protection.

The building designer/engineer has the ultimate responsibility of selecting the most viable protective coating based on knowledge of project specific corrosive environments and local building code requirements.

Corrosion Protection Guidelines:• MiTek recommends stainless steel connectors for the highest level of

corrosion protection. As an economical alternative to stainless steel our new Gold Coat connectors are specifically designed for exterior application when in contact with preservative treated wood.

• For connectors in contact with preservative treated wood, the Triple Zinc option provides the minimum G-185 coating thickness required by code and is an economical alternative for exterior applications.

• The use of correct fastener with the connector is critical. Stainless steel connectors require stainless steel fasteners. For exterior applications, hot-dip galvanized fasteners (HDG) or exterior coat (EXT) must be used with both Triple Zinc and hot-dip galvanized finishes. Gold Coat connectors require gold coat or hot-dip galvanized fasteners.

• MiTek’s zinc dichromate WS Wood Screws are not recommended for use with preservative or fire-retardant treated wood. Some wood screws are available in Gold Coat or exterior coat.

• MiTek clearly differentiates standard interior G90 connectors from the corrosion resistant connectors. Gold Coat connectors are distinguishable from other connectors due to their gold color.


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MiTek offers several corrosion resistant finishes to cover a range of corrosion performance. For products available in corrosion resistant finishes, reference the “Corrosion Finish” column in the charts and Corrosion Key located by the chart footnotes or pages 16-17 for a complete listing of corrosion resistant products.

CorrosionProtection Level Finish / Material Description

RequiredFastener Ordering

Primer Primer paint is used to protect steel during shipping and installation but is not considered a corrosion protection method when installed in corrosive environments.

Bright fasteners Stock number as listed in the chart

G90 Galvanizing Galvanizing provides a prefabrication coating of 0.90 ounces of zinc per square foot of surface area (both sides) measured in accordance with ASTM A 653.

Bright fasteners Stock number as listed in the chart

Triple Zinc (TZ) (G-185 Galvanizing)

TZ galvanizing provides a prefabrication coating of 1.85 (G-185) ounces of zinc per square foot of surface area (both sides) measured in accordance with ASTM A 653.

Hot-dip galvanized or Exterior Coat fasteners

To order, add TZ to stock number,

as in C44-TZ

Hot-Dip Galvanized (HDG)

HDG coating provides an after-fabrication hot-dipped zinc coating. The coating thickness is dependent on the connector material, but generally ranges from 1.2 to 2.3 ounces of zinc per square foot of surface area (both sides). Hot-dip products meet requirements set forth in ASTM A 123.

Hot-dip galvanized or Exterior Coat fasteners

To order, add HDG to stock number, as in KCC44-HDG

Gold Coat (GC) Gold Coat is a proprietary multi-layer protection system. It is comprised of an organic top coat barrier layer and a zinc layer placed over a steel substrate.

Gold Coat or Hot-dip galvanized fasteners

To order, add GC to stock number,

as in AC7-GC

Stainless Steel (SS)

Best option for corrosion protection. Quality stainless steel (316SS grade steel) is used to fabricate connectors. Although costs are higher, some applications may need the virtual corrosion proof quality of stainless steel.

Stainless Steel fasteners

To order, add SS to stock number, as in PBES44-SS

Yellow Zinc Stock number as listed in the chart

Hot-Dip Galvanized (HDG) Stock number as listed in the chart

Exterior Coat (EXT) Stock number as listed in the chart

Gold Coat (GC) Stock number as listed in the chart

Stainless Steel (SS) Stock number as listed in the chart

Updated product information is designated in blue font.

CONNECTORS

FASTENERS

HDG coating provides an after-fabrication hot-dipped zinc coating. The coating thickness is dependent on the connector material, but generally ranges from 1.2 to 2.3 ounces of zinc per square foot of surface area (both sides). Hot-dip products meet requirements set forth in ASTM A 123.

Gold Coat is a proprietary multi-layer protection system. It is comprised of an organic top coat barrier layer and a zinc layer placed over a steel substrate.

Best option for corrosion protection.

Zinc yellow chromate finish

EXT finish is a double barrier coating over zinc.

DISCLAIMER - The general information and guidelines provided in this MiTek Product Catalogue shall not be used as a substitute for competent professional examination and verification. It is the responsibility of the building designer/engineer to determine the applicability and suitability of the information provided. Anyone making use of this information assumes all responsibility and liability arising from such use.

EXTENDEDLIFE

GOLD COAT

EXTENDEDLIFE

GOLD COAT

EXTERIORUSE

G185-TZ

EXTERIORUSE

G185-TZ

EXTERIORUSE

G185-TZ

EXTERIORUSEHDG

EXTERIORUSE

G185-TZ

EXTERIORUSEHDG

INTERIORUSEG90

INTERIORUSE

YELLOW ZINC

INTERIORUSE

PRIMER

EXTREMELIFE

STAINLESS

EXTREMELIFE

STAINLESS

EXTERIORUSE

G185-TZ

EXTERIORUSEEXT

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Corrosion Resistant Product Offering


Corrosion Finish Stainless Steel Gold Coat Exterior Coat Triple Zinc

Corrosion Finish Stainless Steel Gold Coat Exterior Coat HDG Triple Zinc


MiTekStock No.

TripleZinc

G-185(TZ)

Hot-DipGalv.(HDG)

ExteriorCoat(EXT)

GoldCoat(GC)

Stain-lessSteel(SS)

MiTekStock No.

TripleZinc

G-185(TZ)

Hot-DipGalv.(HDG)

GoldCoat(GC)

Stain-lessSteel(SS)

MiTekStock No.

TripleZinc

G-185(TZ)

Hot-DipGalv.(HDG)

GoldCoat(GC)

Stain-lessSteel(SS)

AB1212-HDG BC400-TZ EPBH88 AB126-HDG BCS22-4 KCB44 AB128-HDG BCS23-6 KCB46 AB5812-HDG C44 KCB48 BP12 C46 KCB66 BP583 C46R KCB68 HBPS12 C66 KCB88 HBPS58 C66R KCB1010 LBP12-TZ EPCM4416 KCB1212 LBP58-TZ EPCM4616 KCBQ44 LBPS12-TZ EPCM6616 KCBQ46 LBPS58-TZ EPCM66 KCBQ66 LL915 KCCQ325-4 KCBQ88 LL930 KCCQ325-6 PA44E N10C KCCQ44 PA44 N10-GC KCCQ46 PA46E N16C KCCQ525-4 PA46 N8-GC KCCQ525-6 PA66E NA11 KCCQ64 PA66ER-TZ NA16D KCCQ66 PA66R NA20D KECCQ325-4 PA66 NA9D KECCQ325-6 PAU44 SSN10C KECCQ44 PAU46 SSN16C KECCQ46 PAU66 SSN8C KECCQ525-6 PAU88 SSNA10D KECCQ64 PAU1010 SSNA8D KECCQ66 PAU1010R THR1218-HDG PB44-6TZ PAU1212 THR1224-HDG PB66-6TZ PAU1212R THR1236-HDG PBC44-TZ RPB-TZ THR125-HDG PBC66-TZ RSCH44 THR126-HDG PBES44 RSCH46 THR128-HDG PBES66 WAS44 THR5812-HDG PBS44 WAS46 THR5816-HDG PBS66 WAS66 THR588-HDG PBS66R WE44 WS15 PCM44 WE46 WS3 PCM4416 WE66 WS45 PCM46 WS5 PCM4616 A3 WS6 PCM4816 AC5 WS8 PCM66 AC7

PCM6616 AC9 FA3 ANJ44S-HDG FA4 APB44 JA1 FWAN-TZ APB66 KHL33 LTS19-TZ CBSQ44-TZ KHL35 PA18 CBSQ46-TZ KHL37 PA23 CBSQ66-TZ KHL43 PA28 D44-TZ KHL46 RP6 D46 KHL55 ST1-TZ D46R-TZ KHL57 ST2-TZ D66 KHL76 STB16 D66R ML24-TZ STB20 EBG44-TZ ML26-TZ STB24 EPB4408 MP3 STB28 EPB4608 MP34 STB34 EPB6608 MP4F STBL24 EPBH44 MP5 STBL28 EPBH46R MP6F TDL5 EPBH66 MP7 TDX2-TZ EPBH66R MP9

Fasteners / Anchors Column / Post BasesColumn / Post Caps

Framing Plates & Angles

Column / Post BasesHoldowns / Foundation Anchors

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Corrosion Resistant Product Offering


MiTekStock No.

TripleZinc

G-185(TZ)

Hot-DipGalv.(HDG)

GoldCoat(GC)

Stain-lessSteel(SS)

MiTekStock No.

TripleZinc

G-185(TZ)

Hot-DipGalv.(HDG)

GoldCoat(GC)

Stain-lessSteel(SS)

MiTekStock No.

TripleZinc

G-185(TZ)

Hot-DipGalv.(HDG)

GoldCoat(GC)

Stain-lessSteel(SS)

MPA1 HD46 SKHH46LIF RSPT6 HD46IF SKHH46R RSPT6-2 HD48 SKHH46RIF SPT22 HD48IF THD28-2 SPT24 HD610 THD410 SPT4 HD610IF THD46 SPT6 HD612 THD48 SPT8 HD612IF THDH412 SPTH4 HD68 SPTH6 HD68IF HHCP2 SPTH8 HDQ610IF HHCP4-TZ TSP HDQ612IF LFTA6

HUS210 RT10 LJC-TZ HUS210-2IF RT15 LJQ15-TZ HUS212-2 RT16-2 LJQ17-TZ HUS26 RT16A LJQ20-TZ HUS28 RT20 LJQ23-TZ HUS28-2IF RT3A LJQ25-TZ JL210IF-TZ RT4 LJQ35-TZ JL24IF-TZ RT5

JL26IF-TZ RT7 HTW20 JL28IF-TZ RT7A LTW12 JPF24 RT8A LTW18 JPF26 MTW12 JUS210 ADTT-TZ MTW16 JUS210-2 CSH-TZ MTW20 JUS210-3 DC50-TZ MTW30 JUS24 DTB-TZ

JUS24-2 ERB24-TZ HRS416-TZ JUS26 FB14-TZ HTP37-TZ JUS26-2 FB23-TZ KRPS22 JUS28 FB24-TZ KRPS28 JUS28-2 FB26-TZ KST227 JUS28-3 FPH24-TZ KST237 JUS36 FRB24-TZ KST248 JUS410 PRT15-TZ KST260 JUS44 PRT2H-TZ L6 JUS46 PRTIC2-TZ LH12 JUS48 SCA10-TZ LSTA36 LSSH15-TZ SCA9-TZ MSTA12 LSSH210 SDJT14-TZ MSTA15 LSSH31 SDPT5-TZ MSTA18 MSH422 SDPT7-TZ MSTA21 SKH210L MSTA24 SKH210L-2 ICPL516-TZ MSTA30 SKH210R ICPL58 MSTA36 SKH210R-2 TTA12-TZ MSTA9 SKH26L TTA2-TZ MSTAM24 SKH26R TTB22-TZ MSTAM36 SKH28L TTC24-TZ RS150 SKH28R TTC42-TZ T6 SKHH210L-2 TTF22-TZ TH12-HDG SKHH210L-2IF TTR-TZ

SKHH210R-2 TTU2-TZ HD210-2IF SKHH210R-2IF WT22 HD210-3IF SKHH410L WT22B-HDG HD28-2IF SKHH410LIF HD410 SKHH410R HD410IF SKHH410RIF HD412 SKHH414LIF HD412IF SKHH414RIF HD44IF SKHH46L

Hangers

Lateral Joist Connectors

Twist Straps

Straps

HangersStud Plate Ties Hangers

Hurricane Ties

Deck & Fences

General Hardware

Corrosion Finish Stainless Steel Gold Coat HDG Triple Zinc



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1/12 5 1/17 32/12 10 2/17 73/12 14 3/17 104/12 18 4/17 135/12 23 5/17 166/12 27 6/17 197/12 30 7/17 228/12 34 8/17 259/12 37 9/17 2810/12 40 10/17 3011/12 42 11/17 3312/12 45 12/17 35

1) Use this conversion table only for hip/valley rafters that are skewed 45° right or left. All other skews or dual pitch roofs will cause the slope to change from that listed above.

Rise / Run(inches)

Slope(degrees)

Rise / Run(inches)

Slope(degrees)

Product Information

The table below indicates the calculated shear capacity of different dimensional lumber sizes for various wood species.

U.S. Standard Steel Gauge Equivalents in Nominal Dimensions

Maximum Shear Capacity of Joist or Rafter

Roof PitchIf common RafterRoof Pitch is . . .

SlopeConversion Table

Gauge Inches MillimetersUncoated

SteelGalvanized Steel (G90)

Triple Zinc (G-185)

3 1/4 6.0 0.238 -- -- -- -- 7 3/16 4.5 0.171 0.186 -- -- 10 9/64 3.4 0.129 0.138 0.14011 1/8 3.0 0.114 0.123 0.12512 7/64 2.7 0.099 0.108 0.11014 5/64 2.0 0.070 0.078 0.08016 1/16 1.5 0.055 0.063 0.06518 3/64 1.2 0.044 0.052 0.05420 1/32 1.0 0.033 0.040 0.04222 1/32 0.8 0.029 0.033 0.036

*Actual steel dimensions will vary from nominal dimensions according to industry tolerances.

Approximate Dimensions

Decimals (inches)

100% 115%3 100% 115%3 100% 115%3 100% 115%3

2 x 4 1476 1697 6.57 7.55 1165 1340 5.18 5.962 x 6 1910 2197 8.50 9.77 1508 1734 6.71 7.712 x 8 2158 2482 9.60 11.04 1703 1958 7.58 8.712 x 10 2524 2903 11.23 12.91 1992 2291 8.86 10.19

1) Applies to nominally dimensioned joist as listed in dry service conditions and temperatures less than 38º C. 2) Loads apply to: DF: Douglas Fir-Larch (G=0.49), fv=1.9 Mpa; S-P-F: Spruce-Pine-Fir (G=0.42), fv=1.5 Mpa 3) 115% loads are increased for short term loading in accordance with the code. KD = 1.15. 4) Assumes system factor KH = 1.00.

DFFactored Shear Resistance1,2,4

S-P-FFactored Shear Resistance1,2,4

NomDim

Lbs Lbs kNkN

1/12 5 1/17 32/12 10 2/17 73/12 14 3/17 104/12 18 4/17 135/12 23 5/17 166/12 27 6/17 197/12 30 7/17 228/12 34 8/17 259/12 37 9/17 2810/12 40 10/17 3011/12 42 11/17 3312/12 45 12/17 35

1) Use this conversion table only for hip/valley rafters that are skewed 45° right or left. All other skews or dual pitch roofs will cause the slope to change from that listed above.

Rise / Run(inches)

Slope(degrees)

Rise / Run(inches)

Slope(degrees)

0/12 Flat1/12 52/12 103/12 144/12 185/12 236/12 277/12 308/12 349/12 3710/12 4011/12 4212/12 45

Rise / Run(inches)

Slope(degrees)

MiTek is committed to meeting every need you have and we understand that stock connectors will not meet all application or design requirements. Our Technical Assistance Representatives will work with you to develop and fabricate the Special or Custom connector you need.

What is the difference between a “Special” and a “Custom” connector?

A “Special” is a stock MiTek connector that is modified within the limits listed in the Specialty Options chart for that connector. A summary of Specialty Options can be found on page 246 of this catalog.

A “Custom” is a connector that does not closely resemble a stock or special part offered in our catalog. Also, a “Custom” connector may be a stock connector that is modified outside of the limits listed in the Specialty Options charts or is not listed in the catalogue as having a specialty option available. Product drawings must be provided by the customer and will be manufactured by MiTek in accordance to customer specifications.

See pages 246-249 for additional information.

Special & Custom Connectors

37°

1 5/8˝

7˝

37°

1 5/8˝

7˝

Special Order EXAMPLE: Skewed HD < 45°

22˝

1 5/8˝

41º

(9)

23º

3/16˝

1 5/8˝

4 1/16˝

22˝

1 5/8˝

41º

(9)

23º

3/16˝

1 5/8˝

4 1/16˝

Custom Order EXAMPLE: 4-Pocket Girder Truss Hanger

Then Hip/Valley Rafter Roof Pitch becomes . . .

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General Information

Product Notes

1) This catalogue reflects the most current information available at the time of printing. However, we are continually improving our products through better engineering design and development and recommend visiting our website for the latest on-line version of the catalog. MiTek reserves the right to change specifications, designs, and models at any time without notice and liability for such changes. This catalogue may not be reproduced in whole or in part without the prior written approval of MiTek.

2) This catalogue reflects changes to product design and factored resistance to some MiTek products. The information presented in this publication supersedes all previously published Product Catalogs and is valid until December 31, 2019.

3) This Product Catalogue was designed as a general reference for the MiTek Product Line. Various specialized publications have also been developed for design professionals, truss manufacturers, contractors, and building material distributors. Consequently, product information may vary from one publication to another due to product development testing and revisions to code evaluation report upgrades. We recommend visiting our website for the latest on-line version of these specialized publications.

4) The type and quantity of fasteners used to install MiTek products is critical to connector performance. To achieve the factored resistance presented in this catalog, all specified fasteners must be used and proper installation procedures observed. Verify that the dimensions of the supporting members are sufficient to receive the specified fasteners. All product modifications will void the warranty unless prior written consent from MiTek has been obtained.

5) Some connector models are listed more than once to indicate installation and/or fastener options.

6) New products or updated product information are designated in blue.

7) Throughout this catalog, dimensions are expressed in inches and loads in pounds unless specifically noted otherwise.

8) Some MiTek products show both nail fastening and bolt schedules. In those cases, specific loads for each has been identified. Nail and bolt values cannot be combined unless noted otherwise.

9) Load values for 8d, 10d, 16d, and 20d designations in the fastener schedules throughout this catalogue refer to common wire nails unless noted otherwise. Nails shall conform to a recognized national standard, such as ASTM F1667, as prescribed by the model building codes.

10) Diamond holes are for optional nailing for maximum listed capacity or for temporary hanger fastening during installation.

11) Fastener installation may cause wood to split and reduce a fastener’s ability to transfer loads into the supporting member. If wood splitting occurs, consider pre-drilling holes not exceeding 75% of the nail diameter.

12) Bolts specified in this catalogue are through-bolts and must conform to requirements for ASTM A 307 Grade A, or ASME SAE Grade 2, or better unless noted otherwise.

13) Anchor Bolts must conform to ASTM F 1554.

14) MiTek connectors listed in this catalogue are manufactured for specific sizes of standard dimensional lumber, plated trusses, or structural composite lumber. For applications involving unusual supporting conditions environments, contact MiTek. Wood shrinkage or expansion, caused by lack of moisture or excessive moisture, may adversely affect connector installation. Evaluate potential shrinkage or expansion to ensure proper connector installation and performance.

15) The load values listed in this catalogue are based on installation to wood with a moisture content of less than 19%, and used in dry service conditions. Load reductions, in accordance with the applicable local Building Code, shall be taken where wood moisture content is greater than 19% at the time of installation or where used in wet service conditions.

16) Unless otherwise noted, MiTek products may not be bent or cut for any reason unless prior written consent from MiTek has been obtained. Field alterations may significantly reduce the published factored resistances values in this catalog.

Design Notes

1) Factored resistances for more than one direction for a single connection cannot be added together. A design load which can be divided into components in the directions given must be evaluated as follows: Factored uplift / Factored uplift resistance + Factored parallel to plate / Factored parallel to plate resistance + Factored perpendicular to plate / Factored perpendicular to plate <= 1.0

2) Connector ratings may exceed the tensile strength or other aspects of the wood members involved in the connection. A qualified designer should verify wood member capacities when specifying connectors.

3) Verify that the size of the supporting member can accommodate the connector’s specified fasteners.

4) Some illustrations in this catalogue may not reflect additional mechanical reinforcements which may be required to reduce cross grain tension or wood member bending under loading. The design professional is responsible for determining if additional mechanical reinforcement is required.

5) MiTek recommends the hanger height be a minimum of 60% of the joist height for stability.

Limit States DesignThe factored resistance values presented in this catalogue are for Limit States Design (LSD) in accordance with the current National Building Code of Canada (NBCC). The values have been developed by either testing to CSA O86, or soft converted from working stress design. These procedures are summarized as follows:


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General Information

(a) Testing to CSA O86 Products that have been evaluated to the CSA Standard are listed under the Codes heading in each product series section if applicable. Visit MiTek’s Web Site, MiTek.ca, or specific code agencies web site for current listing. Code evaluation numbers listed in this catalogue may not apply to all stock numbers or product series listed.

Standard term resistance values have been established by testing to ASTM and the CSA-O86 using the following criteria: • Lowest corrected ultimate load multiplied by 0.91 and a resistance

factor of 0.6.

• The average load at 1/8" deflection multiplied by 2.42 and a resistance factor of 0.6.

(b) Soft Conversion from Working Stress Design The soft converted values use the allowable working loads developed in the United States using the 2005 National Design Specification and the ICC-ES AC13 “Acceptance criteria for Joist Hangers and Similar Devices.” These allowable working loads are based on testing to ASTM D7147, D1761 and calculations on the fasteners and wood bearing using the NDS. They were soft converted by multiplying the floor load case (KD=1.0) by 1.44 to obtain standard term load resistance in Limit States Design.

The soft converted value of each bolted connector has been also compared to the calculated resistance of the bolts as given in CSA O86. The lower of the two values is given in the tables.

MaterialMiTek selects steel for its various products in accordance with application needs and steel properties, including tensile strength, ductility, corrosion resistance, gauge, and weldability. See specific code evaluations or consult MiTek for steel information on specific products. MiTek® are manufactured from steel which meets ASTM A 653, ASTM A 1011, or ASTM A 36.

Product Design LoadsFactored resistance values in this catalogue are given for standard term loading and/or short term loading as described below: (a) Standard term loading

This includes the effects of dead loads plus loads due to snow or use and occupancy in which the duration of load factor (KD) in CSA O86 is equal to 1.0. Therefore, connectors carrying roof or floor members should be selected using the standard term load resistance. In many tables this is designated as “vertical (100%)” or “bearing (100%)”. The 100% indicates that no duration of load increase is included.

(b) Short term loading This case refers to loading that will not exceed 7 days throughout the life of the structure and includes wind and earthquake loads. Short term loading has a duration of load factor (KD) of 1.15 included. In the tables short term loading resistance is also designated as “uplift (115%)”.

In some cases the strength of the steel governs the resistance values and therefore no increase for short term loading is included.

Installation Notes

1) Use proper safety equipment during connector installations. Always wear gloves when handling connectors.

2) All field welding should be done in accordance with CSA W59 Codes. Caution: Welding galvanized steel may produce harmful fumes and should only be performed in well-ventilated environments.

3) The type and quantity of fasteners used to install MiTek products is critical to connector performance. To achieve the factored resistance shown in this catalogue, install with the fasteners specified for that particular product. Some products allow for alternate nail installations. Refer to the “Optional Nails for Face Mount Hangers” chart on page 21 of this catalogue for load adjustments when using alternate nailing. All specified fasteners must be properly installed prior to applying load of any kind to the connection.

4) Drill bolt holes a minimum of 1⁄32" and a maximum of 1⁄16" larger than the diameter of the bolt to be installed. Per CSA O86-14 Clause 12.4.1.2.

5) Washers should always be used under the head or nut of a bolt when not in contact with the connector unless noted otherwise.

6) It is permissible to use nail guns to install connectors as long as the specified nails are installed through pre-punched nail holes and all specified nail holes are filled. MiTek recommends the use of nail guns featuring hole-locating mechanisms. Please note that many nail guns use fasteners smaller than the common nail size and load reductions will result. Contact MiTek or visit our Web Site for additional information. Caution: Always follow nail gun manufacturer’s safety guidelines.

7) Joists installed in hangers should bear fully on the connector seat and shall be cut to fit against the header with a gap no greater than 1⁄8" between the joist end and header face.

8) Multiple-ply members must be fastened securely together to act as one member.

9) Top mount hangers shall be installed with the face of the hanger tight to the face of the header

10) Top mount hangers installed in floor systems may produce unevenness. This may vary by the thickness of the hanger top flange steel and the nail heads. If a problem is anticipated, the effects can be mitigated by dapping the beam or cutting the subfloor at hanger locations. The use of face mount hangers will eliminate this problem.

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Proper fasteners are a critical component in a sound wood frame structure. To ensure successful installations of its connectors, MiTek offers a full range of structurally-rated nails. All galvanized nails supplied by MiTek are Hot-dipped for greater corrosion resistance. Any MiTek connector requiring a NA16D-RS or NA20D nail is shipped with the nails attached to the connector in convenient poly bags.

N / NA Nails

Fasteners

Gun-Nails:

It is permissible to use nail guns to install connectors.

Note:1. Many nail guns use fasteners smaller than

the common nail size specified with MiTek product, factored resistance must be reduced accordingly.

2. Drive through pre‐punched nail holes only.3. Do not over drive.4. Recommend the use of guns featuring

hole‐locating mechanisms.

NA11 .131 x 1-1/2"

N8-GC .131 x 1-1/2"

NA9D .148 x 1-1/2"

N10-GC .148 x 1-1/2"

N10C .148 x 3"

N10C-GC .148 x 3"

NA16D-RS .148 x 3-1/2"

NA16D .162 x 2-1/2"

N16C .162 x 3-1/2"

N16C-GC .162 x 3-1/2"

NA20D .192 x 2-1/2"

8d spiral (0.110" x 2-1/2") 0.72 8d x 1-1/2 (0.131" x 1-1/2") 0.97

10d x 1-1/2 (0.148" x 1-1/2") 8d x 1-1/2 (0.131" x 1-1/2") 0.80 8d x 1-1/2 (0.131" x 1-1/2") 0.80 8d common (0.131" x 2-1/2") 0.80 10d spiral (0.122" x 3") 0.70 10d x 1-1/2 (0.148" x 1-1/2") 0.90 8d common (0.131" x 2-1/2") 0.67 10d common (0.148" x 3") 0.85 12d common (0.148" x 3-1/4") 0.85 10d spiral (0.122" x 3") 0.59 12d spiral (0.122" x 3-1/4") 0.59 16d spiral (0.152" x 3-1/2") 0.89 10d x 1-1/2 (0.148" x 1-1/2") 0.78 16d x 2-1/2 (0.162" x 2-1/2") 1.00

16d common (0.161" x 3-1/2")

ResistanceAdjustment

Factor

CatalogNail

ReplacementFastener

8d common (0.131" x 2-1/2")

10d common (0.148" x 3") 12d common (0.148" x 3-1/4")

1. This chart does not apply to custom hangers or hangers

modified to skew and/or slope.

2. This chart applies to metal side member of 10Ga or thinner. For steel thicker than 10Ga, contact MiTek for exceptions.

3. Resistance adjustment factor is the multiplier to the published factored resistance when a nail of different size and/or type is used in lieu of a Specified Nail.

4. Roofing nails shall not be substituted for any nail size or type.

5. Decking nails are not to be used as a substitution for any load carrying nails.

Optional Nails for Face Mount Hangers and Straight Straps(Does not apply to slant nail hangers: HUS, JDS, JH, JPF, JUS, MSH, MUS, THDH)


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N / NA Nails

Fasteners

Nail Specification Table

Finish Size (in) Ref. No. Dia Length Unit 10 Ga 12 Ga 14 Ga 16 Ga 18 Ga 20 Ga 10 Ga 12 Ga 14 Ga 16 Ga 18 Ga 20 GaLbs 215 215 197 178 163 150 188 188 182 163 148 135kN 0.96 0.96 0.88 0.79 0.73 0.67 0.84 0.84 0.81 0.73 0.66 0.60Lbs 269 263 222 200 184 169 236 236 205 183 167 152kN 1.20 1.17 0.99 0.89 0.82 0.75 1.05 1.05 0.91 0.81 0.74 0.68Lbs 269 269 241 218 201 185 236 236 224 201 184 168kN 1.20 1.20 1.07 0.97 0.89 0.82 1.05 1.05 1.00 0.89 0.82 0.75Lbs 317 317 275 250 231 214 278 278 255 230 211 194kN 1.41 1.41 1.22 1.11 1.03 0.95 1.24 1.24 1.13 1.02 0.94 0.86Lbs 317 317 275 250 231 214 278 278 255 230 211 194kN 1.41 1.41 1.22 1.11 1.03 0.95 1.24 1.24 1.13 1.02 0.94 0.86Lbs 429 408 353 323 300 280 376 376 326 296 274 253kN 1.91 1.81 1.57 1.44 1.33 1.25 1.67 1.67 1.45 1.32 1.22 1.13Lbs 215 215 197 178 163 150 188 188 182 163 148 135kN 0.96 0.96 0.88 0.79 0.73 0.67 0.84 0.84 0.81 0.73 0.66 0.60Lbs 269 263 222 200 184 169 236 236 205 183 167 152kN 1.20 1.17 0.99 0.89 0.82 0.75 1.05 1.05 0.91 0.81 0.74 0.68Lbs 269 169 241 218 201 185 236 236 224 201 184 168kN 1.20 0.75 1.07 0.97 0.89 0.82 1.05 1.05 1.00 0.89 0.82 0.75Lbs 317 317 275 250 231 214 278 278 255 230 211 194kN 1.41 1.41 1.22 1.11 1.03 0.95 1.24 1.24 1.13 1.02 0.94 0.86Lbs 215 215 197 178 163 150 188 188 182 163 148 135kN 0.96 0.96 0.88 0.79 0.73 0.67 0.84 0.84 0.81 0.73 0.66 0.60Lbs 269 263 222 200 184 169 236 236 205 183 167 152kN 1.20 1.17 0.99 0.89 0.82 0.75 1.05 1.05 0.91 0.81 0.74 0.68Lbs 215 215 202 181 166 152 188 188 188 168 153 139kN 0.96 0.96 0.90 0.81 0.74 0.68 0.84 0.84 0.84 0.75 0.68 0.62Lbs 269 269 241 218 201 185 236 236 224 201 184 168kN 1.20 1.20 1.07 0.97 0.89 0.82 1.05 1.05 1.00 0.89 0.82 0.75Lbs 317 317 275 250 231 214 278 278 255 230 211 194kN 1.41 1.41 1.22 1.11 1.03 0.95 1.24 1.24 1.13 1.02 0.94 0.86Lbs 215 215 202 181 166 152 188 188 188 168 153 139kN 0.96 0.96 0.90 0.81 0.74 0.68 0.84 0.84 0.84 0.75 0.68 0.62Lbs 269 269 241 218 201 185 236 236 224 201 184 168kN 1.20 1.20 1.07 0.97 0.89 0.82 1.05 1.05 1.00 0.89 0.82 0.75Lbs 269 269 241 218 201 185 236 236 224 201 184 168kN 1.20 1.20 1.07 0.97 0.89 0.82 1.05 1.05 1.00 0.89 0.82 0.75Lbs 269 269 241 218 201 185 236 236 224 201 184 168kN 1.20 1.20 1.07 0.97 0.89 0.82 1.05 1.05 1.00 0.89 0.82 0.75Lbs 317 317 275 250 231 214 278 278 255 230 211 194kN 1.41 1.41 1.22 1.11 1.03 0.95 1.24 1.24 1.13 1.02 0.94 0.86Lbs 429 408 353 323 300 280 376 376 326 296 274 253kN 1.91 1.81 1.57 1.44 1.33 1.25 1.67 1.67 1.45 1.32 1.22 1.13Lbs 155 155 155 139 127 115 136 136 136 130 117 105kN 0.69 0.69 0.69 0.62 0.56 0.51 0.60 0.60 0.60 0.58 0.52 0.47Lbs 188 188 182 163 149 136 165 165 165 151 137 124kN 0.84 0.84 0.81 0.73 0.66 0.60 0.73 0.73 0.73 0.67 0.61 0.55Lbs 188 188 182 163 149 136 165 165 165 151 137 124kN 0.84 0.84 0.81 0.73 0.66 0.60 0.73 0.73 0.73 0.67 0.61 0.55Lbs 282 282 250 227 209 193 248 248 233 209 192 175kN 1.25 1.25 1.11 1.01 0.93 0.86 1.10 1.10 1.04 0.93 0.85 0.78

1) Factored shear resistance values determined in accordance with CSA O86-14 Clause 12.9; apply modification factors KD, KSF and KT where applicable. 2) Factored shear resistances assume full nail penetration into the main member. 3) Tabulated factored shear resistances assume a side plate tensile strength of 45 ksi (310 MPa). 4) HDG = Hot-Dip Galvanized; SS = Stainless Steel; GC = Gold Coat; Bright = No Finish. 5) Bright finish common, sinker, and spiral nails are listed for reference only. MiTek does not stock these type nails.

S-P-F Factored Shear Resistance per Nail (KD = 1.00)D.Fir-L Factored Shear Resistance per Nail (KD = 1.00)

Steel Side Plate Steel Side Plate

Metric (mm)

MiTekStock No.

8d (0.131) x 1-1/2

10d (0.148) x 1-1/2

10d (0.148) x 3

16d (0.162) x 2-1/2

16d (0.162) x 3-1/2

20d (0.192) x 2-1/2

8d (0.131) x 1-1/2

NA11

NA9D

N10C

NA16D

N16C

NA20D

N8-GC

N8

8d (0.110) x 2-1/2 Spiral Shank

10d (0.122) x 3 Spiral Shank



HDG

GC

SS

Bright

10d (0.148) x 3

16d (0.148) x 3-1/4

16d (0.148) x 3-1/2 Ring Shank

16d (0.162) x 3-1/2

20d (0.192) x 4

10d (0.148) x 1-1/2

8d (0.131) x 2-1/2

10d (0.148) x 3

16d (0.162) x 3-1/2

8d (0.131) x 2-1/2

10d (0.148) x 1-1/2

10d (0.148) x 3

16d (0.162) x 3-1/2

8d (0.131) x 1-1/2

3-1/2" Common Spiral

8d Common

10d Common

16d Sinker

NA16D-RS

16d Common

SSNA8D

SSNA10D

SSN8C

SSN10C

SSN16C

N10

10DHDG

N16, N16EG

16DHDG

SSN8

20d Common


3" Common Spiral


N10-GC

N10C-GC

N16C-GC

SSN10

SS8D

SS10D

SS16D

--

--

--

--

--

--

--

--

--

--

--

--

--

--

--

3.86

3.33

3.76

3.76

3.76

4.11

3.33

3.76

3.33

3.76

3.76

38.1

38.1

76.2

63.5

88.9

4.88

2.77

3.1

3.1

4.88

3.33

3.76

3.76

4.11

3.33

3.76

3.76

4.11

4.11

38.1

38.1

63.5

76.2

82.6

63.5

38.1

38.1

76.2

88.9

101.6

63.5

76.2

82.6

88.9

63.5

76.2

82.6

88.9

88.9


Fasteners

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Left skew

Drive nails at angle

Right skew

Use specified standard length common nails. 16d common

and 10d common nails are 3-1/2" and 3" long respectively.

N / NA Nails

Fasteners

Round Holes:Always fill all (normal-size)round nail holes, unlessotherwise noted.

When there are MIN and MAX values:MIN: fill all round nail holesMAX: fill all round and diamond holes

Large Round Holes:For concrete/masonry installation;no need to be filled when connected to wood.

Obround Holes:For ease of nailing at a tight location;always fill.

Dimple Holes:Guide double shear

nails into the joistand header at a

30° to 45° angle

Common Nailing Errors

Nail Too LongWhen using nails longer than MiTek’s recommended nails, bottom flange splitting may occur. Also, this can raise the wood I-Joist off the seat, resulting in uneven surfaces and squeaky floors along with reduced factored resistance.

Slant Nailingvia dimplenail holes

Seat Cleat® helps lock I-Joist into place for positive seating and nailing ease

Diamond holes(no need to fill in seat)

Typical I-Joist Nailing

Do not nail through the Seat Cleat®

Wrong AngleWhen a nail is driven into the bottom flange of the wood I-Joist parallel to the glue lines, separation of veneers can occur which substantially reduces the design loads of the connection.

Diamond Holes:Optional nailing for maximum listed capacity or for temporary hanger fastening during installation.

Bend-lineholes

Drive bend line nails into header at 45º to achieve listed loads

24

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WS Hex Head Structural Wood Screws

The WS Wood Screw is a self-drilling screw used for numerous framing applications. This screw features a reverse locking serration on the bottom of the screw head to help prevent over tightening against a steel plate.

Screw shear capacities are based on a diameter of 0.242". WS Wood Screws have a bending yield strength of 180,000 psi. For conditions not charted here, screw loads may be calculated in accordance with CSA 086-14 Clause 12.11.

Materials: 1/4" diameter Grade 5 steelFinish: See chartOptions: See chart for Corrosion Finish Options.

Installation:• Screws are self-drilling.• Install using a low speed clutch drill with 3/8" hex head driver.

The washer head should be flat to the surface and the serrations will oppose turning and release the clutch. Do not over-tighten the screws.

• Installing the screw at an angle may introduce additional bending and tension forces into the fastener if the screw head is not flat on the bearing surface. Care should be given to ensure the fastener is installed perpendicular to the plane of the side plate.

• For attaching multi-ply wood trusses or LVL or PSL members, or floor trusses, refer to Technical Bulletins MiTek.ca

WS(Yellow Zinc finish)

WS-EXT (Exterior Coat Finish)

WS15-GC(Gold Coat Finish)




in mm Ref. No. L SH T Finish1 UnitLbs -- -- 358 496 660 807 326 -- -- 332 471 635 692 248kN -- -- 1.59 2.21 2.93 3.59 1.45 -- -- 1.48 2.09 2.83 3.08 1.10Lbs -- -- 423 561 724 1033 456 -- -- 387 526 691 900 347kN -- -- 1.88 2.49 3.22 4.60 2.03 -- -- 1.72 2.34 3.07 4.00 1.54Lbs -- -- 487 625 789 1033 521 -- -- 443 582 746 900 396kN -- -- 2.17 2.78 3.51 4.60 2.32 -- -- 1.97 2.59 3.32 4.00 1.76Lbs 387 387 552 690 853 1033 521 332 332 498 637 801 900 396kN 1.72 1.72 2.46 3.07 3.80 4.60 2.32 1.48 1.48 2.21 2.83 3.56 4.00 1.76Lbs 452 452 616 754 918 1033 651 387 387 553 692 857 900 495kN 2.01 2.01 2.74 3.36 4.08 4.60 2.90 1.72 1.72 2.46 3.08 3.81 4.00 2.20Lbs 542 575 680 825 997 1033 781 480 498 618 763 890 900 595kN 2.41 2.56 3.02 3.67 4.44 4.60 3.47 2.14 2.22 2.75 3.40 3.96 4.00 2.65Lbs 542 575 680 825 997 1033 781 480 508 618 763 890 900 595kN 2.41 2.56 3.02 3.67 4.44 4.60 3.47 2.14 2.26 2.75 3.40 3.96 4.00 2.65Lbs 542 575 680 825 997 1033 1042 480 508 618 763 890 900 793kN 2.41 2.56 3.02 3.67 4.44 4.60 4.64 2.14 2.26 2.75 3.40 3.96 4.00 3.53Lbs 542 575 680 825 997 1033 781 480 508 618 763 890 900 595kN 2.41 2.56 3.02 3.67 4.44 4.60 3.47 2.14 2.26 2.75 3.40 3.96 4.00 2.65

1) Zinc = Yellow Zinc Dichromate. 2) Factored Resistance values determined in accordance with CSA O86-14 Clause 12.11; apply modification factors KD, KSF and KT where applicable. 3) Factored resistances assume full screw penetration into the main member. 4) Factored shear resistances for steel-to-wood connections assume a side plate tensile strength of 45 ksi (310 MPa) for 14 gauge and 10 gauge, 52 ksi (359 MPa) for 7 gauge, and 58 ksi (400 MPa) for 3 gauge. 5) Factored basic withdrawal resistance is 260 lb per inch (45.6 N/mm) of the threaded shank penetrated into a DF main member, and 198 lb per inch (34.7 N/mm) into a S-P-F main member. 6) Factored withdrawal resistances for steel-to-wood connections assume a side plate thickness of 1/4" or less. 7) Factored withdrawal resistances for wood-to-wood connections may be limited by the factored head pull-through resistance of 223 lb (991 N) for 1-1/2" thick wood side members, or 260 lb (1156 N) for 1-3/4" thick wood side members. New products or updated product information are designated in blue font.

Steel to Wood Steel to Wood

Shear4

With-

drawal5,6

Shear

1-1/2"Side

1-3/4"Side

DF

Factored Resistance (100%)2,3

S-P-F


14 Ga 10 Ga 7 Ga 3 Ga 14 Ga 10 Ga 7 Ga 3 Ga

With-

drawal5,6

Shear

1-3/4"Side

Shear4

Wood-to-

Wood5,7

Wood-to-

Wood5,7

1-3/4 3

Zinc

1-1/2 1/4 1-1/4

2 1/4 1-3/4

2-1/2 1/4 2

3 3/4 2

6 1-3/4 4 6.1 x 152.4

1/4 x 2-1/2

1/4 x 3

1/4 x 3-1/2

1/4 x 4-1/2

1/4 x 6

6.1 x 88.9

6.1 x 114.3

6.1 x 63.5

6.1 x 76.2

1/4 x 5 6.1 x 127

WS6 SDS25600

WS5 Zinc SDS25500

Corr

osio

nFi

nish

SDS25412

SDS25112

SDS25200

Zinc

3-1/2 3/4 2-1/2

4-1/2 1-1/4 3

Zinc

5

Size Dimensions (in)

MiTekStock No.

1-1/2"Side

4-3/4 3 Zinc 1/4 x 8 6.1 x 203.2 WS8 SDS25800 8

1/4 x 2 Zinc

WS15 1/4 x 1-1/2

6.1 x 50.8

Zinc

Zinc

Zinc

6.1 x 38

WS2

WS25

WS3

WS35

WS45

SDS25212

SDS25300

SDS25312

T

L

SH

Serrations

1/4" beveled reamer on 2-1/2" or longer

wood screws

Cut threads

Self drilling point

3/8"

Fasteners


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WS Hex Head Structural Wood Screws

Fasteners

Finish Use Size (in)MiTek

Stock No. Box/Ctn QtyMiTek

Stock No. Box/Ctn Qty 1/4 x 1-1/2 WS15-EXTR25CAN 10-pack/25-ea -- --

1/4 x 3 WS3-EXTR25CAN 10-pack/25-ea WS3-EXTMBCAN 200-ea

1/4 x 4-1/2 WS45-EXTR12CAN 10-pack/12-ea WS45-EXTMBCAN 200-ea

1/4 x 5 WS5-EXTR12CAN 10-pack/12-ea -- --

1/4 x 6 WS6-EXTR12CAN 10-pack/12-ea WS6-EXTMBCAN 200-ea

1/4 x 8 WS8-EXTR12CAN 10-pack/12-ea -- --

Retail Box Offering Mini Bulk Offering

ExteriorCoat(EXT)

Exterior

Finish Use Size (in)MiTek



Stock No. Box Qty 1/4 x 1-1/2 WS15-R25 12-pack/25-ea WS15-MB 3-box/300-ea WS15-BP 1500-ea

1/4 x 2 WS2-R25 12-pack/25-ea WS2-MB 3-box/250-ea WS2-BP 1300-ea

1/4 x 2-1/2 WS25-R25 12-pack/25-ea WS25-MB 3-box/200-ea WS25-BP 1100-ea






1/4 x 8 WS8-R10 12-pack/10-ea -- -- WS8-BP 400-ea

Retail Box Offering Mini Bulk Offering Bulk Offering

YellowZinc

Interior

Yellow Zinc(WS25 & WS6 Shown)

Exterior Coat(WS2-EXT & WS45-EXT Shown)

EXTENDEDLIFE

GOLD COAT

EXTERIORUSE

EXT

YELLOWZINC

EXTENDEDLIFE

GOLD COAT

EXTERIORUSE

EXT

YELLOWZINC

MiTek Pro Series Packaging Offering

Yellow Zinc Packaging Offering

26

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FlatLOK is a multi-purpose structural wood screw that can be used for fastening multi-ply SCL, dimensional beams and girder trusses. The low-profile flat head allows for easy attachment of finishing materials such as drywall.

The FlatLOK screw has a shank diameter of 0.227" and is stamped with head mark for easy length identification. The proprietary coating provides protection that exceeds the protection provided by HDG coatings conforming to ASTM A153. FlatLOK may be used for interior and exterior applications and in pressure treated (ACQ) wood.

The FlatLOK wood screw features a TORX® ttap®* drive system that maximizes bit fit, reducing the potential for stripping. The stability button allows for maximum penetration into the fastener and a wobble-free drive. A free TORX® ttap®* bit is included in every box.

Materials: Heat-treated carbon steelFinish: Proprietary coating

Installation:• Using an impact driver or high torque 1/2" variable speed drill (minimum 18V if cordless), bring

fastener flush with wood surface. Do not overdrive. No pre-drilling required when properly installed.• Screws may be installed through metal truss connector plates as approved by the Truss Designer.

(Pre-drilling required through the plate using a maximum 5/32" bit.)• For attaching Multi-Ply truss girders or Engineered Wood Beams, refer to Technical Bulletins MiTek.ca

Ref. No. Lbs kN Lbs kN Lbs kN

2-Ply SCL beams 55-MIFLK312 SDW22338 3-1/2 2 385 1.71 -- -- -- -- 3-Ply SCL beams 55-MIFLK005 SDW22500 5 2 520 2.31 -- -- -- -- 4-Ply SCL beams 55-MIFLK634 SDW22634 6-3/4 2 520 2.31 -- -- -- --

2-Ply Dimensional Lumber 55-MIFLK278 SDW22300 2-7/8 1-3/4 -- -- 295 1.31 255 1.13 3-Ply Dimensional Lumber 55-MIFLK412 SDW22458 4-1/2 2 -- -- 485 2.16 425 1.89 4-Ply Dimensional Lumber 55-MIFLK006 SDW22600 6 2 -- -- 485 2.16 425 1.89

2-Ply 3x2 Flatchord 55-MIFLK005 SDW22500 5 2 -- -- 600 2.67 520 2.31 2-Ply 4x2 Flatchord 55-MIFLK006 SDW22600 6 2 -- -- 600 2.67 530 2.36 2-Ply 4x2 Flatchord 55-MIFLK634 SDW22634 6-3/4 2 -- -- 600 2.67 540 2.40

Interior Corridor Ledgers 55-MIFLK004 -- 4 2 -- -- -- -- 415 1.85

1) Factored shear resistances determined in accordance with CSA O86-14 Clause 12.11. 2) Factored shear resistances apply to two-member single shear connections where both members are of the same specific gravity. Where the members are of different specific gravities, use the lower of the two. 3) Table values are for standard-term load duration, dry service condition, dry and untreated lumber. Apply KD, KSF and KT modification factors where applicable, per CSA O86-14 Clause 12.2.1, Clause 12.11.4. 4) Table values depicted assume the wood screws installed with the screw heads in the loaded ply and driven perpendicular to grain. 5) Table values are based on SCL with Specific Gravity of 0.50 and member thickness of 1-3/4". 6) Table values are based on member thickness of 1-1/2". 7) Table values are based on member thickness of 2-1/2" for 3x2 flat chord and 3-1/2" for 4x2 flat chord. 8) Table values are based on side member thickness of 1-1/2" and main member thickness of 2-1/2" or 3-1/2" . New products or updated product information are designated in blue font.

Flatchord Connection7

Ledger to Wall Stud8

DF Factored

Shear Resistance1,2,3,4

S-P-F Factored


SCL Factored


Wood-to-Wood Wood-to-Wood Wood-to-Wood

2x_ Truss Ply-to-Ply Connection6

1-3/4" SCL Ply-to-Ply Connection5

ScrewLength

(in)

ThreadLength

(in)Typical

ApplicationMiTek

Stock No.

55-MIFLK FlatLOK™ Structural Wood Screws

Fasteners

Spacing parallel to grain 4-in 4-1/2-in 3-3/4-in End distance parallel to grain 3-3/4-in 3-1/2-in 2-3/4-in Spacing perpendicular to grain 2-1/4-in 2-1/4-in 2-in Edge distance perpendicular to grain 1-3/4-in 1-1/4-in 1-in

1) When fastening is done in multiple rows, the rows must be staggered from each other by 1”. 2) Screws installed into the narrow face (edge-wise) of the 2x_ dimensional lumber must be installed along the centre line of the member in one (1) row only.

SCLDF

DimensionalLumber

S-P-FDimensional

Lumber

Minimum Screw Spacing Requirements

Order No. Box/Ctn Qty Order No. Box Qty 55-MIFLK278 F2.9FL 2-7/8 1-3/4 55-MIFLK278-B 6 Boxes/40 EA 55-MIFLK278-C 500 55-MIFLK312 F3.5FL 3-1/2 2 55-MIFLK312-B 6 Boxes/40 EA 55-MIFLK312-C 300 55-MIFLK004 F4.0FL 4 2 55-MIFLK004-B 6 Boxes/40 EA 55-MIFLK004-C 300 55-MIFLK412 F4.5FL 4-1/2 2 55-MIFLK412-B 6 Boxes/40 EA 55-MIFLK412-C 300

55-MIFLK005 F5.0FL 5 2 55-MIFLK005-B 6 Boxes/40 EA 55-MIFLK005-C 300

55-MIFLK006 F6.09FL 6 2 55-MIFLK006-B 6 Boxes/40 EA 55-MIFLK006-C 300

55-MIFLK634 F6.75FL 6-3/4 2 55-MIFLK634-B 6 Boxes/40 EA 55-MIFLK634-C 300

Retail Box Offering

Mini BulkOfferingMiTek

Stock No.Head

Marking

ScrewLength

(in)

ThreadLength

(in)

1) Factored shear resistances determined in accordance with CSA O86-14 Clause 12.11.

2) Factored shear resistances apply to two-member single shear connections where both members are of the same specific gravity. Where the members are of different specific gravities, use the lower of the two.

3) Table values are for standard-term load duration, dry service condition, dry and untreated lumber. Apply KD, KSF and KT modification factors where applicable, per CSA O86-14 Clause 12.2.1, Clause 12.11.4.

4) Table values depicted assume the wood screws installed with the screw heads in the loaded ply and driven perpendicular to grain.

5) Table values are based on SCL with Specific Gravity of 0.50 and member thickness of 1-3/4".

6) Table values are based on member thickness of 1-1/2".

7) Table values are based on member thickness of 2-1/2" for 3x2 flat chord and 3-1/2" for 4x2 flat chord.

8) Table values are based on side member thickness of 1-1/2" and main member thickness of 2-1/2" or 3-1/2" .

New products or updated product information are designated in blue font.

1) When fastening is done in multiple rows, the rows must be staggered from each other by 1".

2) Screws installed into the narrow face (edge-wise) of the 2x_ dimensional lumber must be installed along the center line of the member in one (1) row only.

Spacing Requirement Table

Packaging Table

*TORX® is registered trademark of Acument Intellectual Properties, LLC *ttap® is a registered trademark of Infast AS

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The 6" long TimberLOK screw is used to attach wood trusses, sawn lumber rafters or structural composite lumber (SCL) to wood walls. It is a code-compliant way to attach rafters or trusses to a double top plate, offers an alternative to toe-nail connections, metal hurricane and seismic clips/straps, or nails in uplift and/or lateral resistance applications.

The TimberLOK screw has a shank diameter of 0.189", and is approved for use in interior and exterior conditions, and in ACQ pressure treated lumber.

There is no need to pre-drill with TimberLOK. Its sharp point and aggressive threads zip right in to the densest woods. It can be installed from inside the structure and after sheathing is applied. A free bit is included in every box.

Materials: Heat-treated carbon steelFinish: Proprietary coating

Installation:• Install using a high torque 1/2" variable speed drill (18V if cordless).• Where the truss/rafter is aligned directly over the wall stud, insert fastener point between the

bottom of the top plate and the top of the stud.• Where the truss/rafter is located between two studs, insert fastener point on bottom face of

the top plate no greater than ½" from the inside edge of the plate.• Drive one (1) 6" long TimberLOK screw upward through the underside of the double top plate

at an angle 22.5°±5° (i.e., ½ of 45°, from vertical) into the centre of the truss bottom chord/rafter edge. Ensure the entire threaded portion is fully embedded into the truss chord/rafter. Bring the fastener head flush with the wood surface.

• Truss chord/rafter shall be a minimum of 1-1/2" edge width.• Always refer to project-specific uplift and lateral load requirements. Consult a design

professional as needed for complex design conditions.

Unit Uplift4 Lateral5 Uplift4 Lateral5

Lbs 907 313 714 296kN 4.03 1.39 3.18 1.32

1) Table values apply to truss or rafter to double top plate tie-down connections. Side member thickness = 3.0". 2) Factored resistances have been increased 15% for short term loads such as wind and earthquake; no further increase allowed. 3) Table values depicted assume dry service condition and fasteners installed in untreated lumber. 4) Factored uplift resistance is based on the fastener installed at 22-1/2° to vertical. 5) Factored lateral resistance is based on loading perpendicular to grain. 6) Where a fastener is subjected to uplift and lateral loads simultaneously, apply interaction equation to evaluate the resistance of the connection. Consult a design professional as needed. New products or updated product information are designated in blue font.

DFFactored Resistance1,2,3,6

S-P-FFactored Resistance1,2,3,6Screw

Length(in)

ThreadLength

(in)Typical

ApplicationMiTek

Stock No.

Truss/Rafter to Double Top Plate 55-MITMBLK06 6 2

Ref. No. Order No. Box/Ctn Qty Order No. Box Qty 55-MITMBLK06 -- 6 2 55-MITMBLK06-B 6 Boxes/40 EA 55-MITMBLK06-C 300

Retail Box Offering

Mini BulkOfferingMiTek

Stock No.

ScrewLength

(in)

ThreadLength

(in)

55-MITMBLK TimberLOK™ Truss/Rafter to Top Plate Fastener

Fasteners

Packaging Table

28

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LL LumberLok Structural Connector Screws

The LumberLok Structural Connector Screw is a self-drilling screw that can be used with a number of MiTek and also for wood-to-wood applications. The screws feature a TORX® T20* drive head with integral washer and gimlet point for ease of installation. The twin-lead threads drive in twice as fast as the single lead threads significantly reducing installation time. The MiTek head stamp identifies the screw length for easy inspection.

Screw shear capacities are based on a diameter of 0.162" when the shear plane is on the screw shank (SH) and 0.109" when the shear plane is on the threads (T). MiTek LumberLok Structural Connector Screws have a bending yield strength of 180,000 psi.

Materials: Low carbon hardened steelFinish: Gold Coat

Installation:• Screws are self-drilling.• Install using a low speed clutch drill with TORX® T20* drive (not

included). The washer head should be flat to the surface. Do not over-tighten the screws.

• Installing the screw at an angle may introduce additional bending and tension forces into the fastener if the screw head is not flat to the bearing surface. Care should be given to ensure the fastener is installed perpendicular to the plane of the fastener hole.

• Impact drills are not recommended for use with LumberLok Screws

• Reference the list of MiTek connectors compatible with LumberLok screws at MiTek.ca.

Size Ref. No. L SH T Finish1 Unit Shear618 Ga 16 Ga Shear6

18 Ga 16 GaLbs -- 190 208 214 -- 173 191 163kN -- 0.85 0.93 0.95 -- 0.77 0.85 0.73Lbs 228 249 265 285 196 226 243 217kN 1.01 1.11 1.18 1.27 0.87 1.01 1.08 0.97

1) GC = Gold Coat over Clear Zinc Trivalent. 2) Factored Resistance values determined in accordance with CSA O86-14 Clause 12.11; apply modification factors KD, KSF and KT where applicable. 3) Factored resistances assume full screw penetration into the main member. 4) Factored shear resistances for steel-to-wood connections assume a side plate tensile strength of 45 ksi (310 MPa). 5) Factored withdrawal resistances for steel-to-wood connections assume a side plate thickness of 1/4" or less. 6) Factored shear resistances for wood-to-wood connections assume a wood side member thickness of 1-1/2". New products or updated product information are designated in blue font.

S-P-F


Shear4

GC

Steel to Wood

Withdrawal5

GC

Wood to Wood

#9 x 2-7/8

#9 x 1-3/8 1-3/8 LL915

1-1/2

1-1/8

1-3/8

1/4

LL930

SD9112

SD9212 2-7/8

MiTekStock No.

Dimensions (in.) DF


Steel to Wood

Shear4

Withdrawal5

Wood to Wood

LL915

MiTek name TORX® T20*

drive head

Screwlength

Twin-leadthreads

Sharp Gimlet point

SH

T

L

LL930

Fasteners

*TORX® is registered trademark of Acument Intellectual Properties, LLC * T20 is a trademark of Acument

Concrete & M

asonry

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CIA-GEL 7000-C Epoxy

CIA-GEL 7000-C Epoxy is an adhesive designed to attach anchor rods into concrete that is, or may become, cracked due to cyclic loading from wind or earthquakes. It may also be used with fully grouted CMU construction. It is a low odor, solvent free, non-shrink, non-sag adhesive. The two-component (resin and hardener) epoxy is supplied in equal volume cartridges, which are combined in a 1:1 ratio when dispensed through the attached mixing nozzle. Either a hand powered or air-powered dispenser may be used. The cartridges are sealed with a D-plug which opens easily on the job-site and allows partially used cartridges to be saved for later use. The epoxy has a two year shelf life when stored in unopened containers at temperatures between 10ºC / 50°F and 25ºC/ 77°F.

Applications:• Anchors threaded rod or deformed rebar into cracked or uncracked concrete.• Anchoring All Thread Rod for holdowns into concrete for high seismic zones (IEFaSa(0.2) > 0.35).• Horizontal and overhead anchoring applications (requires special inspection).

MiTek Adhesive Anchor Design is powerful design software for CIA-GEL 7000-C that provides optimized epoxy connection solutions for threaded anchors post-installed into concrete. The software determines the required anchor rod steel grade, diameter and effective embedment depth based on applied factored tension, shear and moment loads. Get the free download at Mitek.ca/software/Adhesive-Anchor-Design/.

CIA-GEL 7000 Epoxy

CIA-GEL 7000 Epoxy is a structural adhesive specifically designed to attach anchor rods into fully grouted concrete masonry units (CMU) and has recently been evaluated for seismic, sustained load, elevated temperature and freeze-thaw suitability conditions. It can also be used to install anchor bolts into uncracked concrete and reinforced brick. It is a low odor, solvent free, non-shrink adhesive. The two-component (resin and hardener) epoxy is supplied in equal volume cartridges, which are combined in a 1:1 ratio when dispensed through the attached mixing nozzle. Either a hand powered or air-powered dispenser may be used. The cartridges are sealed with a D-plug which opens easily on the job-site and allows partially used cartridges to be saved for later use. The epoxy has a one year shelf life when stored in unopened containers at a temperature of 21ºC/ 70°F.

Applications: • Anchors All-Thread rod and deformed rebar into fully grouted CMU.• Brick veneer anchoring.• Crack injection of medium to wide cracks.• Anchors rebar and threaded steel rod into uncracked concrete.

Available Sizes:8.6 oz. – GEL7-10

21.2 oz. – GEL7-22

Concrete & Masonry

Adhesive Anchoring Systems

Available Sizes:8.5 oz. – GEL7C-10CAN

20.3 oz. – GEL7C-22CAN

Cracked / Uncracked Concrete Bonding / Repair

CIA-GEL 7000-C

Masonry

CIA-GEL 7000

DOT & General Purpose

CIA-GEL 6000-GP

Uncracked Concrete

CIA-EA IB-9

Product Offering Overview

Estimate how much epoxy your job needs. Quickly calculate the number of required cartridges using the Epoxy Quantity Estimator. Run our web application on your desktop, smart phone or tablet. The Estimator works with threaded rods or rebar. Enter the quantity, rod diameter and drilled hole depth, choose the epoxy type and the required number of cartridges is displayed. Mitek.ca/products/Builder-Products/Anchoring-Epoxy/.


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Available Sizes:21.2 oz. – GEL6GP-22

Adhesive Anchoring SystemsConcrete & Masonry

CIA-GEL 6000-GP Epoxy

CIA-GEL 6000-GP is a superior epoxy specifically designed for general purpose structural applications that require quick load times and for doweling applications. It is a two-component (1:1 ratio) adhesive epoxy with 100% solids and is solvent free, moisture insensitive, non-sag and has no odor. It provides exceptional strength in anchoring and doweling applications and can be used in temperatures between 1°C / 35°F and 45°C / 110°F. The epoxy has a two year shelf life when stored in unopened containers at temperatures between 4°C / 40°F and 35°C / 95°F.

Applications: • Doweling applications for rebar and tie bars for full depth concrete pavement repairs.• Anchoring and bracing for short term tensile load where dynamic, vibratory, wind or

intermittent loads exist.• Use in concrete, grout filled block and unreinforced masonry for general purpose

anchoring and doweling applications.• Concrete doweling road repairs where DOT approval is required.

CIA-EA Epoxy Acrylate

CIA-EA Adhesive Anchoring System is an epoxy acrylate specifically designed to be a high strength, fast cure structural adhesive for anchoring threaded rod and deformed rebar into uncracked concrete. It has the added advantage of being formulated to be used in colder temperatures 0°C / 32°F while maintaining excellent flowability. CIA-EA may also be used with fully grouted CMU and reinforced brick construction. It is a 2-component, 100% solids, moisture insensitive adhesive that is ideally suited for a wide range of applications. It is composed of a proprietary blend of solvent free epoxy acrylate resin and is backed by independent research and testing. The epoxy has a 15 month shelf life when stored in unopened containers at temperatures between 5°C / 41°F to 25°C / 77°F.

Applications: • Anchors All-Thread rod into concrete• May also be used to anchor rebar, starter bars and dowels• Applications requiring fast cure times• Cold weather applications• Can be used in horizontal anchoring applications• Can be used in overhead anchoring applications (requires special inspection)

IB-9 Incredi-Bond® Epoxy

Incredi-Bond® is a high strength two-component epoxy specifically designed to be a bonding agent for almost all household materials including wood, steel, concrete, brick, stone and CMU block. It is moisture insensitive and can also be used to fill cracks in concrete, block and stone. The epoxy has a 2 year shelf life when stored in unopened containers in dry conditions between 4°C / 40°F to 35°C / 95°F.

Applications: • Bonding applications for: Concrete • Brick • CMU block • Stone • Metal • Wood• Repair vertical and overhead cracks in concrete (non-structural)• Repair vertical and overhead spalls in concrete (5/8" deep & 3" diameter max)• Non-sag consistency makes this ideal for corner repairs to concrete and block walls• Repair and replace brick• Replace pool tile (no need to empty pool)• Fill holes and cracks• Not recommended for structural applications

Available Sizes:9.4 oz. – EA-10CAN

Available Sizes:8.6 oz. – IB-9

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Ref. No. Ref. No. PFM1411000 THDB25178H -- -- 1/4 x 1-1/4

PFM1411020 THD25134H -- -- 1/4 x 1-3/4

PFM1411060 THD25214H -- -- 1/4 x 2-1/4

PFM1411100 THDB25300H -- -- 1/4 x 3

PFM1411160 THD37134H -- -- 3/8 x 1-3/4

PFM1411220 THD37212H -- -- 3/8 x 2-1/2

PFM1411240 THD37300H -- -- 3/8 x 3

PFM1411280 THD37400H PFM1461280 THD37400HMG 3/8 x 4



PFM1411340 -- -- -- 1/2 x 2

PFM1411360 -- -- -- 1/2 x 2-1/2

PFM1411380 THD50300H -- -- 1/2 x 3





PFM1411540 -- -- -- 5/8 x 3

PFM1411580 THD62400H -- -- 5/8 x 4




PFM1411700 -- -- -- 3/4 x 3

PFM1411720 THD75400H -- -- 3/4 x 4

PFM1411760 THD75500H -- -- 3/4 x 5


PFM1411840 THD75812H -- -- 3/4 x 8

-- -- PFM1461850 THD75812HMG 3/4 x 8-1/2

PFM1411880 THD75100H -- -- 3/4 x 10

1) The anchor size includes the diameter and length of the anchor measured from under the head.New products or updated product information are designated in blue font.

5/8 15/16

1-1/8

Zinc Plated Finish Galvanized FinishAnchor

Size

(in)1

HoleSize(in)

MiTekStock No.

3/4

MiTekStock No.

3/8 9/16

1/2 3/4

1/4 7/16

SocketSize (in)

Concrete & Masonry

PFM Concrete Screw Anchors

Screw-Bolt+ anchors are a one-piece, heavy duty screw anchor with a finished hex head. The patented thread design, designed for use with standard ANSI drill bits, reduces installation torque and enhances productivity. The steel threads along the anchor body tap into the hole during installation to provide keyed engagement and allow for reduced edge and spacing distances.

Finish: Zinc Plated or Mechanically Galvanized

Installation:

Using the proper drill bit size, drill a hole into the base material to the required depth. The tolerances of the drill bit used should meet the requirements of ANSI standard B212.15

Remove dust and debris from hole during drilling (e.g. dust extractor, hollow bit) or following drilling (e.g. suction, forced air) to extract loose particles created during drilling.

Drive the anchor into the hole until the head of the anchor comes into contact with the fixture. The anchor must be snug after installation. Do not spin the hex socket off the anchor to disengage.

Select a torque wrench or powered impact wrench and do not exceed the maximum torque, Tinst, max or Timpact, max respectively for the selected anchor diameter and embedment. Attach an appropriate sized hex socket/driver to the impact wrench. Mount the screw anchor head into the socket.

1 2 3 4

Screw-BoltTM+ (zinc plated)

Hex Head Washer

Diameter and length identification mark

Serrated Underside

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Ref. No. 7723HD5 WA50414MG 1/2 x 4-1/2 2-3/4

7724HD5 WA50512MG 1/2 x 5-1/2 3-3/4

7726HD5 WA50700MG 1/2 x 7 5-1/4

7733HD5 WA62500MG 5/8 x 5 3

7734HD5 WA62600MG 5/8 x 6 4

7738HD5 WA62812MG 5/8 x 8-1/2 6-1/2

7748HD5 WA75812MG 3/4 x 8-1/2 6

1) The anchor size includes the diameter and the overall length of the anchor.2) All anchors are packaged with nuts and washers.New products or updated product information are designated in blue font.

MiTekStock No.2

Anchor Size (in)1

ThreadLength (in)

Concrete & Masonry

Power-Stud® HD5 Wedge Expansion Anchors

The Power-Stud HD5 anchor is a fully threaded, torque-controlled, wedge expansion anchor. Suitable base materials include normal-weight concrete and structural sand-lightweight concrete. Nut and washer are included.

Materials: Anchor Body & Expansion Clip: Carbon Steel; Expansion Clip: Stainless Steel; Hex Nut: ASTM A 653; Washer: ASTM F 844Finish: Hot-dip galvanized

Steel Angle Lintels are used as support headers in door and window framing. For maximum allowable spans and minimum required bearing length check with applicable municipal, provincial or national building codes.

Materials: 3 gaugeFinish: Red primer

Typical SAL installation

Ref. No. W1 W2 L SAL36 -- 3 3-1/2 3-1/2 36 SAL42 -- 3 3-1/2 3-1/2 42 SAL48 -- 3 3-1/2 3-1/2 48 SAL60 -- 3 3-1/2 3-1/2 60 SAL72 -- 3 3-1/2 3-1/2 72 SAL91 -- 3 3-1/2 3-1/2 91

MiTekStock No.

SteelGauge

Dimensions (in)

SAL

LW1

W2

SAL Steel Angle Lintels

Power-Stud® HD5

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Welded wire adds strength and stability to concrete foundations.

Materials: 9 gauge carbon steel wireFinish: None

Concrete Reinforcing Rod provides added strength and stability for any concrete projects.

Materials: Carbon steel conforms to A615 SteelFinish: None

Typical WM installation

Typical CR installation

WM

CR

CR Concrete Reinforcing Rod

TW / TWTT Tie Wire

WM Welded Wire Mesh

Ref. No. W L WM48 -- 9 48 96 WM60 -- 9 60 600

MiTekStock No.

SteelGauge

Dimensions (in)

Ref. No. D L (in) CR12 -- 10 mm 12 CR24 -- 10 mm 24 CR36 -- 10 mm 36 CR48 -- 10 mm 48 CR72 -- 10 mm 72 CR96 -- 10 mm 96 CR120 -- 10 mm 120


MiTekStock No.

Dimensions

L

W

Concrete & Masonry

L

TW – Tie Wire is used to secure concrete reinforcing rods in place during concrete forming.

TWTT – Tie Wire Tying Tool.

Materials: See chartFinish: Black annealed iron wire

Typical TWTT installationTWTT

Typical TW installation

TW5

TW3

Ref. No. TW1 -- 18 1-in x 6-in TW3 -- 16 3-in x 340-ft/roll TW5-1000 -- 5-in x 1000-pc/roll TW5-2500 -- 5-in x 2500-pc/roll TW6-1000 -- 6-in x 1000-pc/roll TW6-2500 -- 6-in x 2500-pc/roll


MiTekStock No.

SteelGauge Dimensions

16

16

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Rod chairs hold reinforcing bars for proper placement during the pouring or application of concrete.

Materials: Welded WireFinish: None

Brightly colored safety caps protect against injuries from vertical rebar.

Materials: Composite PlasticFinish: None

Typical RCD installation

Typical SCV installation

RCD

SCV

RCT

SCH

SCV / SCH Safety Caps

RCD / RCT Rod Chairs

Ref. No. Description RCD -- Double Rod Chair 6 RCT -- Triple Rod Chair 5

MiTekStock No.

Rod Spacing (in)

Typical RCT installation

Typical SCH installation

Ref. No. Description Dimensions (in) SCH -- Horizontal Safety Cap 2-3/8 x 2-1/2 x 2-1/2 SCV -- Vertical Safety Cap 3-1/4 x 3-3/4 x 3-3/4

MiTekStock No.

Concrete & Masonry

3"

6"

5"

5"

4-3/8"

4-7/8"

3"8"

12"

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Epoxy coated rebar provides maximum protection against corrosion.

Materials: A615 Steel Finish: Epoxy Dipped

Nail stakes are used to secure form boards to prevent movement and bowing.

Materials: SteelFinish: Black Primer

Installation:• Fastener holes will accommodate up to a 16d duplex nail.

Typical CRE installation

Typical NSR installation

CRE

NSR

NSR Round Nail Stake

CRE Epoxy Coated Rebar

Ref. No. Dia L (in) CRE12 -- 10 mm 12 CRE24 -- 10 mm 24 CRE36 -- 10 mm 36 CRE48 -- 10 mm 48

MiTekStock No.

Dimensions

Ref. No. Dia L NSR -- 3/4 18

MiTekStock No.

Dimensions (in)

THR Threaded Rods

MiTek has added longer length THR’s to support the new deck oriented code requirements for mechanically reinforced railing post and deck to house ledger board attachments.

Materials: ASTM A 36 Steel, also conforms to ASTM F 1554 Grade 36Finish: Hot-dip galvanized

Installation:• Install into wet concrete with nut embedded or drill minimum

1/16" – 1/8" oversized hole depending on rod size and secure with anchor epoxy. Nut and washer is included.

Ref. No. L THR125-HDG RFB#4X5HDG 1/2 5 THR126-HDG RFB#4X6HDG 1/2 6 THR128-HDG RFB#4X8HDG 1/2 8 THR1218-HDG -- 1/2 18 THR1224-HDG -- 1/2 24 THR1236-HDG -- 1/2 36 THR588-HDG RFB#5X8HDG 5/8 8 THR5812-HDG RFB#5X12HDG 5/8 12 THR5816-HDG RFB#5X16HDG 5/8 16

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Dimensions (in)

Typical THR installation

Typical THR deck to ledger

installation

1/2" THR Threaded Rod

DTB-TZ page 230

THR

L

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Embossed ends provide guides for embedment angle and depth. An embedment line is embossed on the shaft for easy installation. Features rolled threads for high tensile strength.STB – For monolithic slabs and concrete stem walls.STBL – Designed for use with 3x sill plates. Excellent choice for use

with taller holdown washers like those in the PHD series.

Materials: ASTM A 36 steel, also conforms to ASTM F1554 and ASTM A 307 requirements for bolts.Finish: NoneOptions: See Chart for Corrosion Finish Options on page 37.Codes: Load values are derived from data submitted to various North American building code evaluators.

Monolithic or Stem Wall Foundations – Prior to pour, install the STB or STBL in an upright position and at a 45° angle to the wall. Install one horizontal #4 rebar at a depth of 4" (minimum). (See illustrations.)

Concrete Block Applications – Prior to cell pour, install the STB or STBL in an upright position and at a 45° angle to the wall. (See illustrations.) Use the embossed angle guide on the end of the STB or STBL shaft as a guide. Install one horizontal #4 rebar at a depth of 4" and one vertical #4 rebar maximum 48" o.c. spacing. Fill all cells with concrete having a minimum 2,500 psi compressive strength.

Installation:• Select appropriate STB or STBL Anchor Bolt.• Use normal weight concrete with minimum compressive strength

of 2,500 psi.• Minimum center-to-center spacing between bolts is 3(E) for

anchors acting simultaneously in tension.• Match embedment depth with embedment line on the STB

or STBL shaft.• The STB or STBL does not need to be tied to the rebar.• Nuts and washers are not included.

STB / STBL Anchor Bolts

STB/STBLTypical STB Anchor Bolt installation

6" min for 5/8" dia anchor bolts

8" min for 7/8" dia anchor bolts

#4 rebar

1 3/4" min edge distance

Footing design by

others

3" to 6"

le

Mono Pour PHD2A TDX2-TZ LTS20B HTT45 HTT4 HTT16 PHD4A HTT45 TDX5 HTT45 HTT5 PHD5A PHD8 UPHD8 TD7 TD9 TD12

* Recommend installation of washer under nut of anchor bolt.1) STBL model are recommended for use with PHD and UPHD8 holdowns on (2) 2x and 3x sill plates.

MiTekStock No.

STB28STBL28

STB16STBL16

STB24STBL24

2x, 3x, (2) 2x Sill Plates1

STB20STBL20

Anchor Bolt Selection Table

Typical STB/STBLconcrete block installation

* Recommend installation of washer under nut of anchor bolt. 1) STBL model are recommended for use with PHD and UPHD8 holdowns on (2) 2x and 3x sill plates.

Concrete & Masonry

Identification Stamp on the bolt head showing embedment

angle and model

embedment line

H

L

E

Plan view of STB/STBLplacement in concrete stemwall

Corner installation

45°

45° 45°

Corner installation

135°Anchor bolt

(typ)

Non-corner installation135°/90°/45°

0°0° 0°

Outside edge of concrete


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STB / STBL Anchor Bolts




Ref. No. Dia. L H Unit Midwall Corner End Wall Midwall Corner End Wall Midwall Corner End WallLbs 5920 5920 5920 6770 6770 6770 4935 4935 4935kN 26.33 26.33 26.33 30.12 30.12 30.12 21.95 21.95 21.95Lbs 7170 6635 6635 8185 6770 6770 5970 4975 4975kN 31.90 29.52 29.52 36.41 30.12 30.12 26.56 22.13 22.13Lbs 8385 8280 8280 9585 8910 8910 6985 6545 6545kN 37.30 36.83 36.83 42.64 39.64 39.64 31.07 29.11 29.11Lbs 14140 13285 13285 14575 14575 14575 10710 10710 10710kN 62.90 59.10 59.10 64.84 64.84 64.84 47.64 47.64 47.64Lbs 15980 14735 14350 18225 16840 15050 13320 12280 11060kN 71.09 65.55 63.83 81.07 74.91 66.95 59.25 54.63 49.20Lbs 15980 14735 14350 18225 16840 15050 13320 12280 11060kN 71.09 65.55 63.83 81.07 74.91 66.95 59.25 54.63 49.20Lbs 5920 5920 5920 6770 6770 6770 4935 4935 4935kN 26.33 26.33 26.33 30.12 30.12 30.12 21.95 21.95 21.95Lbs 7170 6635 6635 8185 6770 6770 5970 4975 4975kN 31.90 29.52 29.52 36.41 30.12 30.12 26.56 22.13 22.13Lbs 8385 8280 8280 9585 8910 8910 6985 6545 6545kN 37.30 36.83 36.83 42.64 39.64 39.64 31.07 29.11 29.11Lbs 14140 13285 13285 14575 14575 14575 10710 10710 10710kN 62.90 59.10 59.10 64.84 64.84 64.84 47.64 47.64 47.64

1) Loads may not be increased for short term loading. 2) Minimum center to center spacing between bolts is 3(E) for anchors acting in tension simultaneously. 3) Minimum edge distance is 1-3/4". 4) Concrete stemwall shall be a minimum of 6" thick for 5/8" anchor bolts and 8" for 7/8" anchor bolts. 5) End distance shall be no less than 5". 6) Connection is limited by lowest of bolt or holdown capacity. 7) Concrete block shall be minimum 10" block.

8

6

6

6

8

6

6

6

8

8

6-3/4

6-3/4

6-3/4

6-3/4

12-13/16

16-13/16

20-13/16

26

5/8

5/8

5/8

7/8

19-9/16

23-9/16

27-9/16

32-3/4

STBL16

STBL20

STBL24

STBL28

SSTBL16

SSTBL20

SSTBL24

SSTBL28

8

12-13/16

16-13/16

20-13/16

26

30

30

5

5

5

5

6

7/8

17-13/16

21-13/16

25-13/16

31

36

38

5/8

5/8

5/8

7/8

7/8

STB36

SSTB20

SSTB16

SSTB24

SSTB28

SSTB34

SSTB36

STB16

STB20

STB24

STB28

STB34

Seismic IeFaSa(0.2) ≥ 0.35

Corr

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Stock No.

Seismic IeFaSa(0.2) < 0.35Min.

Embed. (E)

Factored Tensile Resistance1,2Dimensions (in)

StemwallWidth

Wind IeFaSa(0.2) < 0.35

Concrete & Masonry

Place STB angle diagonal in corner application

Install @ 45° from edge of stem wall and orientated away from end of stem wall

12" min return

5"

1-3/4 min1-3/4 min

#4 Rebar

locate approx. 45° from wall

2 x E min. rebar length



5"

Plan view along continuous stem wall installation

Plan view of End of Stem Wall installation

Plan view of corner of stem wall installation

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Anchor bolts are used to secure wood plates to foundation walls. Washers are available in various package combinations.

Materials: Bolt: ASTM F 1554, Nut: ASTM A 563, Washers: ASTM F 844Finish: AB126-HDG, AB128-HDG, AB1212-HDG, AB5812-HDG – Hot-dip galvanized; All others – None

Installation:• Select appropriate AB or ABP Anchor Bolt.• Use concrete with minimum compressive strength of 2,500 psi

at 28 days.• Nuts and washers are included.• Anchor bolts intended for use to satisfy code prescribed anchoring

of mudsill plates, and shall be installed as defined in the code.• Factored resistance shall be derived in accordance with the code.

BP / LBP – Designed to meet code requirements for mudsill-to-foundation.

HBPS / LBPS – Offers anchor bolt adjustment slots.

Materials: See chartFinish: BP / HBPS – none; LBP / LBPS – G-185 galvanizingOptions: See Chart for Corrosion Finish Options

Installation:• Bolt holes are sized 1⁄16" larger than Bolt Dia. shown in chart.

AB / ABP Anchor Bolts

Typical Bearing Plate installation

BP / HBPS / LBP / LBPS Bearing Plates

Ref. No. AB126-HDG -- 1/2 6 AB128-HDG -- 1/2 8 AB1212-HDG -- 1/2 12 AB5812-HDG -- 5/8 12 AB6NW -- 1/2 6 AB8NW -- 1/2 8 ABP6NW -- 1/2 6 ABP8NW -- 1/2 8

MiTekStock No.

BoltDia (in)

L(in) Co

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Fini

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Ref. No. W L

LBP12-TZ LBP1/2, LBP1/2Z

10 Ga 9/64 2 2 1/2

LBP58-TZ LBP5/8, LBP5/8Z

10 Ga 9/64 2 2 5/8

LBPS12-TZ LBPS1/2, LBPS1/2Z

10 Ga 9/64 3 3 1/2

LBPS58-TZ LBPS5/8, LBPS5/8Z

10 Ga 9/64 3 3 5/8

HBPS12 BPS1/2-3 3 Ga 1/4 3 3 1/2 HBPS34 BPS3/4-3 3 Ga 1/4 3 3 3/4 HBPS58 BPS5/8-3 3 Ga 1/4 3 3 5/8 BP12 BP1/2 7 Ga 3/16 2 2 1/2 BP582 BP5/8-2 7 Ga 3/16 2 2 5/8

BP583 BP5/8, BP5/8-3

3 Ga 1/4 3 3 5/8

BP343 BP3/4-3 3 Ga 1/4 3 3 3/4

MiTekStock No.

BoltDia.(in)

Dimensions (in)

PlateThickness (T) Co

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Typical AB128-HDGinstallation

Typical ABPinstallation

AB128-HDG ABP

BP/LBP Standard Bearing Plate

WL

T

WL

T

HBPS/LBPS Slotted Bearing Plate

L L

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When attached to the forms, the ARC allows for easy and precise placement of anchor rods prior to pouring concrete. The “chair” and nut are pre-assembled for quick installation.

Materials: Nut: Heavy hex; Chair: 16 gauge

Finish: Nut: None; Chair: Rolled Steel

Installation:• Installs with nails or screws. Threaded rod can then be

screwed in to desired depth.

ARC Anchor Rod Chairs




Uses heavy gauge HRPO steel and a large surface area to distribute seismic forces on masonry exteriors.

Materials: 3/8" plateFinish: PrimerOptions: See chart for Corrosion Finish Options

Installation:• Install with a 3/4" diameter steel threaded rod.

Ref. No.

RP6 RP6

Corr

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MiTekStock No.

RP Retro Plate

6"

3"

6"

3"

RP6

Concrete & Masonry

Typical RP6 installation

3/4" dia. threaded rod

ARC6 Typical ARC installation

Ref. No. ARC4 ABL4-1 1/2 ARC5 ABL5-1 5/8 ARC6 ABL6-1 3/4 ARC7 ABL7-1 7/8 ARC8 ABL8-1 1 ARC9 ABL9-1 1-1/8 ARC10 ABL10-1 1-1/4 ARC11 -- 1-3/8 ARC12 -- 1-1/2 ARC14 -- 1-3/4 ARC16 -- 2


Dia.(in)

MiTekStock No.

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FT / WG Concrete Form Ties & Wedge

FT – Connect 1x and 2x nominal form lumber in low foundation walls up to 4 feet high.

WG – V-shaped wedge assures rigidity and consistent form spacing.

Materials: FT – 18 gauge, WG – 14 gauge Finish: G90 galvanizing

Installation:• Use the Spacing Guide chart to determine spacing between

FT units. Each level in chart assumes 12" form boards. Wall thickness from 6" to 12".

• Install with “V” facing up.• Use (2) WG wedges for each tie. Insert wedge into inside slots

for 1x nominal forms and outside slots for 2x nominal forms.• No walers or stiff-backs are used.• Vertical ties to keep forms from separating are not included.• Form deflection may be substantial. Check deflection, if it is

critical, and move ties to compensate.• Forming lumber is assumed to have fb of 1,000 psi.• Not recommended for pours greater than 4 feet in height.

Ref. No. W L Qty Type FT6 WT6 18 5/8 10-5/8 2 WG 6 FT8 WT8 18 5/8 12-5/8 2 WG 8 FT10 WT10 18 5/8 14-5/8 2 WG 10 FT12 WT12 18 5/8 16-5/8 2 WG 12 WG W1 14 11/16 3-5/8 -- -- --

1) May be used with either 3/4-in or 1-1/2-in forming materials. 2) Breaking strength is approximately 775 pounds ultimate. Space as necessary to prevent form blow-out.

1x 2x 1x 2x 1x 2x 1x 2x 12 or Less 2' 6" 4' 0" -- -- -- -- -- -- 12 - 24 1' 6" 3' 0" 2' 6" 4' 0" -- -- -- -- 24 - 36 1' 0" 2' 0" 1' 6" 3' 0" 2' 6" 4' 0" -- -- 36 - 48 0' 9" 1' 6" 1' 0" 2' 0" 1' 6" 3' 0" 2' 6" 4' 0"

1) Factor of safety against tensile failure of tie is 1.5 or more.

Level 1 Level 2 Level 3 Level 4

MiTekStock No.

SteelGauge

Footing Widthor Wall Thickness (ft)

ConcreteLift Height (in)

Dimensions (in) Wedge

Ref. No. W L Qty Type FT6 WT6 18 5/8 10-5/8 2 WG 6 FT8 WT8 18 5/8 12-5/8 2 WG 8 FT10 WT10 18 5/8 14-5/8 2 WG 10 FT12 WT12 18 5/8 16-5/8 2 WG 12 WG W1 14 11/16 3-5/8 -- -- --

1) May be used with either 3/4-in or 1-1/2-in forming materials. 2) Breaking strength is approximately 775 pounds ultimate. Space as necessary to prevent form blow-out.

1x 2x 1x 2x 1x 2x 1x 2x 12 or Less 2' 6" 4' 0" -- -- -- -- -- -- 12 - 24 1' 6" 3' 0" 2' 6" 4' 0" -- -- -- -- 24 - 36 1' 0" 2' 0" 1' 6" 3' 0" 2' 6" 4' 0" -- -- 36 - 48 0' 9" 1' 6" 1' 0" 2' 0" 1' 6" 3' 0" 2' 6" 4' 0"

1) Factor of safety against tensile failure of tie is 1.5 or more.

Level 1 Level 2 Level 3 Level 4

MiTekStock No.

SteelGauge

Footing Widthor Wall Thickness (ft)

ConcreteLift Height (in)

Dimensions (in) Wedge

Spacing Guide Chart WG Wedgemust order separately

FT

Typical FT/WGinstallation

11/16"

3-5/8"

L

W

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Qty Type UnitLbs 1045 645 760 1045 645 760 900 555 655 900 555 655kN 4.65 2.87 3.38 4.65 2.87 3.38 4.00 2.47 2.91 4.00 2.47 2.91Lbs 1020 565 760 875 485 670 875 485 655 755 415 575kN 4.54 2.51 3.38 3.89 2.16 2.98 3.89 2.16 2.91 3.36 1.85 2.56Lbs 780 635 480 780 635 480 670 545 415 670 545 415kN 3.47 2.82 2.14 3.47 2.82 2.14 2.98 2.42 1.85 2.98 2.42 1.85Lbs 780 565 480 780 485 480 670 485 415 670 415 415kN 3.47 2.51 2.14 3.47 2.16 2.14 2.98 2.16 1.85 2.98 1.85 1.85

1) Predrilled holes are not required. 2) Factored resistances have been increased 15% for short-term loads such as wind and earthquake; no further increase is allowed. 3) FA3 capacities are based on using a single-ply 2x sill plate. 4) Factored resistances are based on a minimum stemwall thickness of 6-inches. 5) Minimum anchor spacing for full capacity is 8 inches. For spacing less than that reduce capacity proportionally. 6) Minimum concrete strength f'c = 2,500 psi 7) NAILS: 10d x 1-1/2" nails are 0.148" dia. x 1-1/2" long.

SillPlate

SideQty

TopQty

Uplift115%

F1115%

Stud

Uplift115%

F1115%

F2115%

F1115%

F2115%

F2115%

Uplift115%

F1115%

F2115%

Uplift115%

10d x 1-1/2--Uncracked

Cracked

10d x 1-1/22

PlateSize3 Ga.

2 x 4 or

2 x 6

MiTekStock No.

FA3 Mudsill Only

FA3 Mudsill & Stud

Ref. No.

-- 16

2 2

Fastener Schedule1,7

Cracked

Corr

osio

n Fi

nish

DF-L Factored Resistance2,3,4,5

ConcreteCondition6

Uncracked

S-P-F Factored Resistance2,3,4,5

IEFaSa(0.2) > 0.35 IEFaSa(0.2) < 0.35 IEFaSa(0.2) < 0.35 IEFaSa(0.2) > 0.35

2 4

FA3 Foundation Anchor




Typical FA3 installation to mudsill and stud

Typical FA3 form board installation

Alternate FA3 installation

Typical FA3 installation in concrete

For installation into concrete slabs. The FA3 features a split flange for nailing to both mudsill and stud for greater framing versatility.

Materials: 16 gaugeFinish: G90 galvanizingOptions: See chart for Corrosion Finish OptionsCodes: Load values are derived from data submitted to various North American building code evaluators.

Installation:• Use all specified fasteners. See Product Notes, page 19.• Use a minimum of two anchors per mudsill. An anchor should

always be within 12" of the end of each mudsill section.• Do not rely on these anchors to secure concrete sections

together between cold joints.• Insert into wet concrete (minimum strength of 2,500 psi). Place

mudsill after concrete cures. Secure flanges to sill (and stud, if applicable), bending flanges as needed to achieve a tight fit. Fasten as directed in chart.

• Do not use in red clay brick.

FA31"

5-3/4"

4-5/8"

1-1/2"Embossed lines provide guide for matching to edge of foam board

Concrete & Masonry

4" min. embed

F1F1

F3

F2

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FA4 Foundation Anchor

The FA4 foundation anchors can be installed as a replacement for the 5/8" diameter anchor bolts or also the commonly used 1/2" diameter anchor bolts while achieving the same load carrying capacity.

Materials: 16 gauge Finish: G90 galvanizingOptions: See chart for Corrosion Finish Options

Installation:• The FA4 can be mounted to the form board before placing the

concrete or inserted into the wet concrete after it is poured. See Detail A installation.

• Place the mudsill in position after the concrete cures. Secure the FA4 to the mudsill (and stud, if applicable) by bending the flanges as needed for a tight fit and nailing into place with the size and quantity of fasteners specified in the chart.

Qty Type Unit

Lbs 1615 2265 1825 990 1395 2035 1395 990 1450 2030 1635 885 1395 2030 1395 885

kN 7.18 10.08 8.12 4.40 6.21 9.05 6.21 4.40 6.45 9.03 7.27 3.94 6.21 9.03 6.21 3.94

Lbs 1340 1900 1340 975 1005 1425 1005 730 1340 1900 1340 885 1005 1425 1005 730

kN 5.96 8.45 5.96 4.34 4.47 6.34 4.47 3.25 5.96 8.45 5.96 3.94 4.47 6.34 4.47 3.25

Lbs 1395 1485 1915 780 1395 1485 1395 780 1250 1335 1915 700 1250 1335 1395 700

kN 6.21 6.61 8.52 3.47 6.21 6.61 6.21 3.47 5.56 5.94 8.52 3.11 5.56 5.94 6.21 3.11

Lbs 1340 1485 1340 780 1005 1425 1005 730 1250 1335 1340 700 1005 1335 1005 700

kN 5.96 6.61 5.96 3.47 4.47 6.34 4.47 3.25 5.56 5.94 5.96 3.11 4.47 5.94 4.47 3.11

1) Short-term load duration factor 115% for wind and earthquake has been taken into consideration; no further increased is allowed. 2) Factored resistances are based on a minimum stemwall thickness of 6-inches, minimum end distance of 5-1/2" and minimum spacing of 7 inches. 3) Minimum 28-day concrete compressive strength f'c = 2,500 psi (17.25 MPa). 4) Factored resistances are based on using a single-ply 2x sill plate. Sill plate may be treated lumber. 5) When loads in more than one direction are present, interaction effects shall be considered using the unity equation - Refer to MiTek Catalog Design Notes (1). 6) NAILS: 10d x 1-1/2" nails are 0.148" dia. x 1-1/2" long.

Fastener Schedule6

Ref. No.

PlateSize Ga.

Stud

TopQty

SideQty

SillPlate4

MiTekStock No.

10d x 1-1/2

3 3 10d x 1-1/2

2 x 4 or

2 x 6 MASA 16

FA4 Mudsill Only

FA4 Mudsill & Stud

--

3

3 6

Uncracked

Concrete3

S-P-F Factored Resistance1,2,5

DFFactored Resistance1,2,5

Wind and IEFaSa(0.2) < 0.35 IEFaSa(0.2) ≥ 0.35

Uplift115%

F1115%

Cracked

Uncracked

Cracked

F2115%

F3115%

Uplift115%

F1115% Co

rros

ion

Fini

shF2115%

F3115%

Uplift115%

F1115%

F2115%

Wind and IEFaSa(0.2) < 0.35 IEFaSa(0.2) ≥ 0.35

F3115%

Uplift115%

F1115%

F2115%

F3115%




Concrete & Masonry

3-1/2"

4-1/8"

5-3/16"

FA4

Typical FA4 form board installation

Detail A

Form board

Duplex nails

FA4

Detail B

Install FA4 with Tab against Form Board to Maintain Proper Angle of Embedment

Form Board

FA4

3-5/8"

Duplex Nail

Typical FA4 Mudsill & Stud installation

Typical FA4 Mudsill only installation

F1F1

F3

F2

Uplift

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ST Foundation Anchors

ST1-TZ – For installation into concrete slab or poured stemwalls. The ST1-TZ features a prebent base flange to assure proper anchoring into concrete.

ST2-TZ – For installation into concrete slab, poured stemwalls or concrete/masonry. The ST2-TZ features a prebent base flange to assure proper anchoring into concrete.

Materials: 18 gauge Finish: G-185 galvanizing Codes: Load values are derived from data submitted to various North American building code evaluators.

Installation:• Use all specified fasteners. See Product Notes, page 19.• Use a minimum of two anchors per mudsill. An anchor should always be within 12"

of the end of each mudsill section. • Space ST anchors at 4' (1.2m) to meet code prescribed ½" anchor bolt with standard

washer spaced at 7’-10" (2.4 m).• Do not rely on these anchors to secure concrete sections together between cold joints.• Spread sill flanges to mudsill width prior to insertion into wet concrete (minimum

strength of 2,500 psi, 17.25 MPa). Alternate installation is possible by inserting unbent flanges through 3/4" center hole predrilled in mudsill. Foundation anchors may also be attached to mudsill and then inserted into wet concrete. When installing ST2-TZ into concrete block, fill cells with grout with a minimum strength of 2,500 psi or 17.25 MPa. Concrete block edges may need to be beveled to facilitate installation.

• ST2-TZ in masonry construction shall be installed in the core of the block and grouted with concrete grout designed for that purpose. In no case, shall they be installed in a mortar joint.

• Do not use in red clay brick.

Ref. No. Type UnitLbs 1000 680 1005 855 585 860

kN 4.45 3.02 4.47 3.80 2.60 3.83

Lbs 1000 680 1005 855 585 860

kN 4.45 3.02 4.47 3.80 2.60 3.83

1) Short term load duration has been taken into consideration. No increase allowed. 2) NAILS: 8d x 1-1/2 nails are 0.131" diameter by 1-1/2" long.

Mudsill

SideQty

TopQty

4

48d x 1-1/2

HDG

8-1/2

16-1/2

4

4 2 x 4

or 2 x 6

Fastener Schedule2

Min.Embed (E)

(in)

DF

Factored Resistance1

PlateSize

MiTekStock No.

SteelGauge

ST1-TZ MAB15, MAB15Z

18 2 x 4

or 2 x 6

ST2-TZ MAB23, MAB23Z

8d x 1-1/2HDG

18

Corr

osio

nFi

nishUplift

115%F1

115%F2

115%Uplift115%

F1115%

F2115%

S-P-F


DO NOT install ST1-TZ and ST2-TZwithout pre-bending sill flanges

in “Y” configuration

ST1-TZ ST2-TZ

Spread sill flanges to sill width prior to

insertion into wet concrete

10"18"

Alternate ST2-TZ installation with 3/4" center hole in mudsill

Alternate ST1-TZ installation with 3/4" center hole

Typical ST1-TZinstallation in concrete

Drill a 3/4" dia. hole into sill plate

Drill a 3/4" dia. hole into sill plate

Concrete & Masonry




Min embed 8-1/2"

E

F1F1

F2

F2

Uplift

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FWAN Foundation Wall Anchor

MiTek’s FWAN-TZ Foundation Wall Anchor is designed to transfer in-plane and out-of-plane foundation wall loads imposed by soil through the joist/blocking into the floor diaphragm. The unique design allows for installations that straddle the joist/blocking eliminating bending stresses in the rim board that result from offset installations.

The FWAN-TZ offers two methods of installation: 1. Centered Installation• Compatible with joist/blocking up to 3-1/2 inches wide• Highest load capacities for transfer of out-of-plane

loads into floor framing • Rim board splices allowed anywhere along the wall2. Offset Installation• Installs in the space between the joists/blocking• Out-of-plane loads are transferred thru the rim board

into the floor framing • Offsets up to 4"

Materials: 16 gaugeFinish: G-185 galvanizing

Installation:• Centered Installation - Fill only triangle holes when nailing

to the rim board.• Offset Installation - Fill only diamond holes when nailing

to the rim board.• FWAN-TZ must be installed tight to the outside face of the rim board.• Minimum sill plate thickness is 1-1/2 inches. • Offset Installations require that the FWAN-TZ be installed within

4 inches of the joist/blocking.• For Offset Installations, install with two narrow tabs against rim board.

Splices in the rim board are not permitted in the space between the joist/blocking where the FWAN-TZ is installed.

• The designer must specify the anchor bolt size, spacing and embedment necessary to transfer the foundation loads into the sill plate. Stresses in the sill plate must be considered when determining the maximum spacing of the anchor bolts.

FWAN-TZ

Foundationwall

Foundationwall

FWAN-TZ

FWAN-TZ

Sill plate

Sill plate

Sill plate

Sill plate

Joist

Joist

Joist or Blocking

Joist

Rimboard

Rimboard

Rimboard

Rimboard

Outside view Inside view

Outside view Inside view

Centered Installation Typical FWAN-TZ centered on joist/blocking

Offset Installation Typical FWAN-TZ offset max 4" from joist/blocking

4"

2-1/16"

1"

4"

2-1/16"8-1/16"

4-1/2"

4-1/2"

Concrete & Masonry




Ref. No. Type Lbs kN Lbs kN Lbs kN Lbs kN

1-1/8" OSB 800 3.56 2065 9.19 745 3.31 1925 8.562x Rim 1005 4.47 2545 11.32 935 4.16 2375 10.56

1-3/4" LVL 1005 4.47 2545 11.32 935 4.16 2375 10.561-1/8" OSB 800 3.56 2770 12.32 745 3.31 2585 11.50

2x Rim 1005 4.47 3140 13.97 935 4.16 2930 13.031-3/4" LVL 1005 4.47 3140 13.97 935 4.16 2930 13.03

1-1/8" OSB 800 3.56 955 4.25 745 3.31 890 3.962x Rim 1005 4.47 1855 8.25 935 4.16 1725 7.67

1-3/4" LVL 1005 4.47 1855 8.25 935 4.16 1725 7.671-1/8" OSB 800 3.56 955 4.25 745 3.31 890 3.96

2x Rim 1005 4.47 1855 8.25 935 4.16 1725 7.671-3/4" LVL 1005 4.47 1855 8.25 935 4.16 1725 7.67

1) Factored Resistance has been increased by 15% for wind and earthquake; no further increase allowed. 2) F1 loads are parallel to the sill plate. 3) F2 loads are perpendicular toward the sill plate. 4) The designer must specify the type, size and spacing of fasteners connecting the sill plate to the foundation wall. 5) NAILS: 10d x 1-1/2 nails are 0.148" dia. x 1-1/2" long. New products or updated product information are designated in blue font.

2x4, 2-2x4,3x4, 4x4

8 4 10d x 1-1/2

2x6, 2-2x6,3x6, 4x6

12 4 10d x 1-1/2

Offset from Joist Blocking (Max Offset 4")

SillPlate

FWAN-TZ FWANZ

Centered on Joist/Blocking

2x4, 2-2x4,3x4, 4x4

8 4 10d x 1-1/2

MiTekStock No.

2x6, 2-2x6,3x6, 4x6

12 4 10d x 1-1/2

Fastener Schedule5

Rim Board

Material

DF Factored Resistance1 S-P-F Factored Resistance1

Corr

osio

nFi

nish

SillPlateQty

RimBoard

Qty

F1(115%)2

F2(115%)3

F1(115%)2

F2(115%)3

F2

F1

F1

F1

F1

F2

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SFA / SFJA Foundation Anchors

SFA – Mudsill anchors for retrofit applications. Features a slotted bend line for easy adjustment when foundation walls are slanted.

SFJA – Ties floor joists directly to foundations with bolt fastening.

Materials: 12 gauge Finish: G90 galvanizing

Installation:• Use all specified fasteners. See Product Notes, page 19. • A design professional must specify anchor bolt type, length,

and embedment. Anchor bolts are laterally loaded. Follow installation instructions for epoxy adhesive.

• Factored resistances assume a minimum concrete compressive strength of 2,500 psi.

Ref. No. Qty Dia (in) Qty Type Qty Dia. SFJA FJA 12 1 5/8 -- -- 2 5/8 -- 1620 -- 1360 SFA8 -- 12 2 1/2 7 10d x 1-1/2 -- -- 1085 -- 915 --

1) The 115% values are short-term loads such as wind and earthquake. 2) Bolts shall conform to ASTM A 307 or better. 3) NAILS: 10d x 1-1/2 nails are 0.148" dia. x 1-1/2" long.

Fastener Schedule

Anchor Bolts

DF


S-P-F


MiTekStock No.

SteelGauge

Nails3 Bolts2

Framing

F1115%

Uplift115%

F1115%

Uplift115%

Typical SFA8 installation

SFA8

F1F1

Typical SFJA installation

Uplift

8"6"

7"

1/2" max gap distance

SFJA

1-1/2"

1-1/2"

6-1/2"

6"

Concrete & Masonry

Typical WT22B-HDG installation WT22B-HDG

WT Wall Ties

Materials: 22 gaugeFinish: G90 galvanizing; WT22B-HDG – Hot-dip galvanizedOptions: See chart for Corrosion Finish options

Installation:• Use nails appropriate for intended use. See Product Notes, page 19.• The opposite end must be bonded in the mortar joint of brick facade.• Meets prescriptive requirements of CSA A370 for corrugated strip ties.

Ref. No. Qty Type WT17HD -- 22 2 10d

WT221 BTB 22 2 10d WT22B-HDG -- 22 1 #10 HDG wood screw

1) WT22 is bulk packed in 500 pieces. 2) NAILS: 10d nails are 0.148" dia. x 3" long.

MiTekStock No.

SteelGauge

Fastener Schedule2

Corr

osio

nFi

nish




Typical WT17HD/WT22 installation

WT17HD/WT22

6-3/4"

7/8"

1" space between brick and sheathing

7/8"

5/8"

3-1/8"

46

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KGLB / KGLBT / KHGLB Laminated Beam Seats

KGLB – Single bolt, bearing only.

KGLBT – Double bolt with structural tee provides uplift and horizontal resistance.

KHGLB – Double bolt design provides uplift and horizontal resistance.

Materials: Flanges – 1/4" steel Bearing Plate – See chart for “T” dimension Anchor Dowels – 3⁄4" x 12" rebar

Finish: Primer Options: Consult MiTek for non-catalogue variations. Codes: Load values are derived from data submitted to various North American building code evaluators.

Installation:• Use all specified fasteners. See Product Notes, page 19.• Bolt holes shall be a minimum of 1⁄32" to a maximum of 1⁄16" larger

than the bolt diameter.• Concrete or masonry walls must be checked by a design professional for

adequacy to resist lateral or uplift loads transferred from the beam seat anchor.

F23,4

Ref. No. D L T Qty Unit 5-1/8 6-3/4 8-3/4 10-3/4 100% Uplift 115%3

Lbs 27000 16980 22355 28980 -- 9445 4045kN 120.11 75.53 99.44 128.91 -- 42.02 17.99Lbs 32400 20370 26825 34775 -- 9445 4045kN 144.13 90.61 119.33 154.69 -- 42.02 17.99Lbs 37800 23765 31300 40570 -- 9445 4045kN 168.15 105.72 139.23 180.47 -- 42.02 17.99Lbs 43200 27160 35770 46370 -- 9445 4045kN 192.17 120.82 159.12 206.27 -- 42.02 17.99Lbs 35640 18670 24595 31880 39170 9445 4045kN 158.54 83.05 109.41 141.81 174.24 42.02 17.99Lbs 42120 22070 29065 37680 46290 9445 4045kN 187.37 98.18 129.29 167.62 205.92 42.02 17.99Lbs 39170 18670 24595 31880 39170 9445 4045kN 174.24 83.05 109.41 141.81 174.24 42.02 17.99Lbs 46290 22070 29065 37680 46290 9445 4045kN 205.92 98.18 129.29 167.62 205.92 42.02 17.99Lbs 39170 18670 24595 31880 39170 9445 4045kN 174.24 83.05 109.41 141.81 174.24 42.02 17.99Lbs 46290 22070 29065 37680 46290 9445 4045kN 205.92 98.18 129.29 167.62 205.92 42.02 17.99

1) Beams must fully bear on plates. 2) Factored bearing resistances on concrete are based on factored bearing strength in compression perpendicular to grain (ɸ fcp) of 662 psi and actually beam width times beam bearing length. 3) The 115% values are short-term loads such as wind and earthquake and are based on bolt in wood values only. Factored resistances assume concrete or masonry structure is adequate to resist loads in those directions. 4) Factored resistances must be be reduced if the allowable lateral load (F2) for masonry or concrete column governs. 5) Designer shall specify minimum edge and spacing requirements in masonry or concrete structure.

Min. 3-1/8 Beam Width (W)

MiTekStock No.

RangeW

Dimensions (in)

Dia.(in)

On Concrete with

Beam Width1

2 3/4

2 3/4

2 3/4

2 3/4

2 3/4

2 3/4

3/4

2 3/4

2 3/4

KHGLBA

KHGLBB

KHGLBC

KHGLBD

10

8 10

3-1/4 to 9

3-1/4 to 9

3-1/4 to 9

3-1/4 to 9

5 10

6 10

7

3-1/4 to 15

3-1/4 to 15

HGLBA

HGLBB

HGLBC

HGLBD

KGLBT520

KGLBT620

GLBT512

GLBT612

GLBT516

GLBT616

GLBT520

GLBT620

KGLBT512

KGLBT612

KGLBT616

KGLBT516

3-1/4 to 19

6-1/2

12

12

16

16

20

20

5-1/2

6-1/2

5-1/2

6-1/2

5-1/2

3-1/4 to 19

3-1/4 to 11

3-1/4 to 11

1/3

3/8

Bolt Schedule

Factored Bearing Resistance1,5

Masonry@

375 psi

1/3

3/8

1/3

3/8

3/8

2 3/4

3/8

3/8

3/8

2

Ref. No. W L T D Qty Lbs kN Lbs kN KGLB5A GLB5A 5-1/4 7 1/4 5 1 5/8 16980 75.53 16980 75.53 KGLB5B GLB5B 5-1/4 7 3/8 6 1 5/8 20370 90.61 20370 90.61 KGLB5C GLB5C 5-1/4 7 3/8 7 1 5/8 23765 105.72 23765 105.72 KGLB5D GLB5D 5-1/4 7 3/8 8 1 5/8 27160 120.82 27160 120.82 KGLB7A GLB7A 6-7/8 9 1/4 5 1 3/4 22355 99.44 22355 99.44 KGLB7B GLB7B 6-7/8 9 3/8 6 1 3/4 26825 119.33 26825 119.33 KGLB7C GLB7C 6-7/8 9 3/8 7 1 3/4 31300 139.23 31300 139.23 KGLB7D GLB7D 6-7/8 9 3/8 8 1 3/4 35770 159.12 35770 159.12

1) Beams must fully bear on plates. 2) Factored bearing resistances are based on the bearing value listed times the bearing area equal to W x D. (Note that full bearing plate area is not used.) Factored bearing resistances shall be reduced where limited by wood bearing on the plate. 3) Factored bearing resistances on concrete are based on factored bearing strength in compression perpendicular to grain (ɸ fcp) of 662 psi and actually beam width times beam bearing length. 4) Designer shall specify minimum edge and spacing requirements in masonry or concrete structure. 5) Concrete or masonry support structure is assumed adequate to support loads listed.

Concrete3

Factored Bearing Resistance1,4,5Dimensions (in)

MiTekStock No.

Bolt Schedule

Dia.(in)

Masonry @ 375 psi2

1) Beams must fully bear on plates.2) Factored bearing resistances on

concrete are based on factored bearing strength in compression perpendicular to grain ( fcp) of 662 psi and actually beam width times beam bearing length.

3) The 115% values are short-term loads such as wind and earthquake and are based on bolt in wood values only. Factored resistances assume concrete or masonry structure is adequate to resist loads in those directions.

4) Factored resistances must be be reduced if the allowable lateral load (F2) for masonry or concrete column governs.

5) Designer shall specify minimum edge and spacing requirements in masonry or concrete structure.

Typical KGLB installation

Concrete & Masonry

KHGLB

KGLB

KGLBT

3" W

D

3-1/2"

L T

12"

3"

3"

1-1/2"

1-1/4"

T

2-1/2" 2-1/2"

L D

W

1/2" clearance

Bearing plate

Concrete pilaster

Rebar welded to bearing plate

Uplift

F2

Structural tee

12"

4"

3-1/2"

1-1/4"

T3"

L

D

3"

1-1/2"

W

F2

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KGH Floor Girder Hangers

Connects girder beams to foundation walls and eliminates the need to block out pockets or inserts while forming foundation.

Materials: 12 gaugeFinish: PrimerOptions: Consult MiTek for non-catalogue design variations.Codes: Load values are derived from data submitted to various North American building code evaluators.

Installation:• Use all specified fasteners. See Product Notes, page 19.• H dimension assumes 2x mudsill. For 3x or larger mudsill,

please contact factory.• The 1-1⁄2" hole, centered in the saddle, allows for installation

over any protruding foundation bolts. This is not required. • Placement of a wood sill over the top of the KGH top flange

is required to achieve factored resistance.

Specialty Options Chart – refer to Specialty Options pages 246, 248-249 for additional details.

Dimensions (in)

Ref. No. W L D S H Qty Type Lbs kN Lbs kN KGH46-6 GH46-6 12 3-9/16 5 3-1/4 6 4 4 16d 2975 13.23 2335 10.39 KGH46-8 GH46-8 12 3-9/16 5 3-1/4 8 4 4 16d 2975 13.23 2335 10.39 KGH48-6 GH48-6 12 3-9/16 5 3 6 6 4 16d 2975 13.23 2335 10.39 KGH48-8 GH48-8 12 3-9/16 5 3 8 6 4 16d 2975 13.23 2335 10.39 KGH66-6 GH66-6 12 5-1/2 6-1/4 3 6 4 4 16d 2955 13.14 2320 10.32 KGH66-8 GH66-8 12 5-1/2 6-1/4 3 8 4 4 16d 2955 13.14 2320 10.32 KGH68-6 GH68-6 12 5-1/2 6-1/4 3 6 6 4 16d 2955 13.14 2320 10.32 KGH68-8 GH68-8 12 5-1/2 6-1/4 3 8 6 4 16d 2955 13.14 2320 10.32

1) Factored download resistances shall not be increased for short-term load duration. 2) Placement of a wood sill over the top of the KGH top flange is required to achieve listed factored download resistances. 3) NAILS: 16d nails are 0.162" dia. x 3-1/2" long. New products or updated product information are designated in blue font.

4 x 6

4 x 8

6 x 6

6 x 8

SPFFactored Resistance

Fastener

Schedule3

GirderSize

MiTekStock No.

SteelGauge

DFFactored Resistance

Download 100%1,2 Download 100%1,2

Option Skewed1,2 Saddle

Range 1˚ to 45˚ --

1) Skewed hangers with skews greater than 15° may have all joist nailing on outside flange. 2) For skewed hangers, the required cut type (square or bevel) of joist member may vary based on skew angle and width of hanger. Some square cut hangers will require custom pricing due to welded back plate.

FactoredResistance

Ordering

100% of table load.100% of table load

per side.

Add SA, and saddlewidth required

to product number.Ex. KGH46-6_SA=5-1/2˝

Add SK , angle required,right (R ) or left (L ), and

square cut (SQ ) or bevel cut (BV )to product number.

Ex. KGH46-6_SK45R_BV

Typical KGH installation

KGH

S

1"

H

L

W D

KGH saddle

Concrete & Masonry

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JP Adjustable Support Columns Structural Columns – Adjustable

Adjustable Support Columns may be used to support carport roofs and beams carrying loads not more than two wood frame floors, where the length of joists carried by such beams does not exceed 16’ and a live load on any floor does not exceed 50 lbs/ft2.

Materials: 3 gauge steel plates (3-1/2" x 6"); 12 gauge outer tube (2-3⁄4" O.D); 11 gauge inner tube (2-1⁄2"O.D.) Finish: Grey Primer PaintCodes: Conforms to NBC 2010, Article 9.17.3.4.(1) and to CAN/CGSB-7.2-94.

Installation:• Elevate top tubing to approximate height and insert locking pin.

Rotate jack screw to desired height, then fasten top plate in position. Ensure top and bottom plates are properly fastened to supported beam members and properly aligned to the supported base footing. Always ensure product is installed 90º to beam and footing.

• Fasten the supported beam to the top plate with two (2) 1/4" x 2" lag screws.

Ref. No. in mm Lbs kN Lbs kN JP24 -- 17 - 24 432 - 610 8555 38.06 12320 54.80 JP36 -- 24 - 36 610 - 914 8555 38.06 12320 54.80 JP60 -- 36 - 60 914 - 1524 8555 38.06 12320 54.80 JP96 -- 60 - 96 1524 - 2438 8555 38.06 12320 54.80 JP108 -- 72 - 108 1829 - 2743 8177 36.37 11775 52.38

1) Allowable loads were established in accordance with CAN/CGSB-7.2-94. 2) The factored resistances given above were soft converted by multiplying the allowable loads by 1.44. 3) The bearing resistance of the supported beam should be checked by the building designer using the appropriate CSA standard.

MiTekStock No.

Allowable Load1,3 Factored Resistance2,3Adjustable Height

Description JPCP Setting Pin 1 JPSN Screw & Nut Assembly 1 JPSP 6" x 7" Steel Plate 15 JPSSN Screw & Nut Assembly 1 JPTP Top Plate 1

MiTekStock No.

Qty/Package

JP

JPSPJPSN JPSSN JPTPJPCP

Typical JP installation

Replacement Parts for Adjustable Support Columns

Structural Columns – Adjustable

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BLACKJACK / REDJACK Adjustable Support Columns Structural Columns – Adjustable

Adjustable Support Columns are designed and tested to meet or exceed the CAN/CGSB-7.2-94 Adjustable Steel Columns standard.

Materials: Bottom Plates: 4-1/2" x 6" - 3 gauge BLACKJACK 2.5: Tube 2-1/2" x 2-1/2" - 11 gauge; Top Plate 3-1/2" x 6" - 3/8" thick REDJACK 2.5: Tube 2-1/2" x 2-1/2" - 11 gauge, Top Plate 4-1/2" x 6" - 3 gauge BLACKJACK 3.0: Tube 3" x 3" - 10 gauge, Top Plate 4-1/2" x 6" - 3 gauge REDJACK 3.0: Tube 3" x 3" - 8 gauge, Top Plate 4-1/2" x 6" - 3 gauge Finish: REDJACK 2.5 & REDJACK 3.0 Tube – Powder-Coated Red Paint; BLACKJACK 2.5 & BLACKJACK 3.0 Tube – Powder-Coated Black Paint;

Plates – Grey Primer Paint

Installation:• Ensure column is installed in a vertical and plumb position.• Column base shall be aligned and secured to a proper supporting slab.• Top plate shall cover the full width of the supported beam. Beam shall be centered

on the top plate and continuous across the entire length of the plate.• Square tube may be cut down, ensure cut is smooth, square and level.BLACKJACK 2.5: Rotate jack screw to desired height. Secure the top plate to wood beam with two (2) 1/4" x 2" lag screws

REDJACK 2.5, BLACKJACK 3.0, REDJACK 3.0: Turn threaded collar or threaded pipe to extend the column to the desired height. Maximum 4" adjustment. Secure the top plate to wood beam with four (4) 1/4" x 2" lag screws.

Top/Bottom plate

Square tube design

HEAVY DUTY ADJUSTMENT ASSEMBLY FOR MAXIMUM LOADS

MODULAR DESIGN FOR GREATEST JOB SITE FLEXIBILITY

SQUARE POST FOR EASY AND ACCURATE CUT DOWN

USE REBAR/ROD THROUGH 9/16" HOLE FOR HEIGHT ADJUSTMENT

REDJACK 2.5BLACKJACK 2.5 REDJACK 3.0BLACKJACK 3.0

BLACKJACK 2.5Adjustment assembly

BLACKJACK 3.0, REDJACK 2.5/3.0

Adjustment Assembly

Threaded collar

Use rebar/rod through 9/16" hole for height

adjustment

Adjustment hole must be fully visible

and above the threaded collar


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in mm in mm lb kN kg lb kN kg

T2JP110 106 - 110 2692 - 2794 110 2794 10000 44 4536 14400 64 6532


T2JPLD84 80 - 84 2032 - 2134 84 2134 16900 75 7665 26000 116 11815

T2JPLD88 84 - 88 2134 - 2235 88 2235 15500 69 7030 24300 108 11020

T2JPLD90 86 - 90 2184 - 2286 90 2286 15000 67 6805 23700 105 10750

T2JPLD96 92 - 96 2337 - 2438 96 2438 13600 60 6170 21800 97 9935

T2JPLD102 98 - 102 2489 - 2591 102 2591 12800 57 5805 20050 89 9095

T2JPLD108 104 - 108 2642 - 2743 108 2743 12200 54 5535 18400 82 8385

T2JPLD114 110 -114 2794 - 2896 114 2896 11500 51 5215 17000 76 7710

T2JPLD120 116 - 120 2946 - 3048 120 3048 10900 48 4945 15600 70 7120


T2JPMD84 80 - 84 2032 - 2134 84 2134 30400 135 13790 41500 185 18825

T2JPMD88 84 - 88 2134 - 2235 88 2235 27600 123 12520 39600 176 17960

T2JPMD90 86 - 90 2184 - 2286 90 2286 26400 117 11975 38600 172 17510

T2JPMD96 92 - 96 2337 - 2438 96 2438 24000 107 10885 36100 161 16375

T2JPMD102 98 - 102 2489 - 2591 102 2591 22900 102 10385 33650 150 15265

T2JPMD108 104 - 108 2642 - 2743 108 2743 22300 99 10115 31400 140 14245

T2JPMD114 110 - 114 2794 - 2896 114 2896 22000 98 9980 29900 133 13560

T2JPMD120 116 - 120 2946 - 3048 120 3048 21900 97 9935 27200 121 12340


T2JPHD84 80 - 84 2032 - 2134 84 2134 39600 176 17960 49900 222 22685 T2JPHD88 84 - 88 2134 - 2235 88 2235 36600 163 16600 47300 210 21455 T2JPHD90 86 - 90 2184 - 2286 90 2286 35500 158 16100 46400 206 21045 T2JPHD96 92 - 96 2337 - 2438 96 2438 32100 143 14560 43400 193 19730 T2JPHD102 98 - 102 2489 - 2591 102 2591 30000 133 13610 40300 179 18280 T2JPHD108 104 - 108 2642 - 2743 108 2743 28300 126 12835 37600 168 17105 T2JPHD114 110 -114 2794 - 2896 114 2896 27500 122 12475 35100 156 15920 T2JPHD120 116 - 120 2946 - 3048 120 3048 26800 119 12155 32700 145 14840

T2JPHD144 140 - 144 3556 - 3658 144 3658 21300 95 9660 24800 111 11250

1) The Allowable Load values have been determined thru testing standards prescribed in the National Research Council Evaluation Directive for Adjustable Steel Columns using a safety factor of 2.25. 2) The Factored Resistances of REDJACK 2.5, BLACKJACK 3.0 and REDJACK 3.0 columns are limited by the resistance of the tubes. The depicted values are established in accordance with CSA S16, Design of Steel Structures, using Resistance Factor Φ = 0.90. 3) The Factored Resistance of the BLACKJACK 2.5 column assembly is limited by the strength of the adjustable screw assembly. The depicted value is soft converted by multiplying the allowable load by 1.44. 4) The bearing resistance of the supported beam should be checked by the building designer using the appropriate CSA standard. New products or updated product information are designated in blue font.

REDJACK 2.5

Allowable Load1,4 Factored Resistance2,4

ExtendedLength

BLACKJACK 3.0

MiTekStock No.

AdjustableHeight

ExtendedLength

BLACKJACK 2.5

MiTekStock No.

AdjustableHeight

ExtendedLength Allowable Load1,4 Factored Resistance3,4

MiTekStock No.

AdjustableHeight

ExtendedLength

REDJACK 3.0

MiTekStock No.

AdjustableHeight



BLACKJACK / REDJACK Adjustable Support Columns Structural Columns – Adjustable

Structural Columns – Adjustable

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T2TP79(T2TP527 similar)

T2CC35

Typical T2TP79 installation(T2TP527 similar)

Typical T2CC installation

T2TP BLACKJACK / REDJACK Supplementary Top PlatesStructural Columns – Adjustable

T2TP Supplementary Top Plates can be installed on top of the standard top plate supplied with BLACKJACK 3.0 / REDJACK 2.5/3.0 columns, and provide additional bearing for Structural Composite Lumber (SCL) beams and dimensional lumber.

T2TP527 – 5-1/4" bearing width (Typical: 3 ply 1-3/4" LVL or 6x beam)

T2TP79 – 7" bearing width (Typical: 4 ply 1-3/4" LVL or 8x beam)

Materials: 3 gauge ASTM A 36 steel Finish: Primer

Installation:• Place T2TP supplementary plate on top of standard BLACKJACK / REDJACK Top Plate.• Align holes of the two plates and install appropriate lag screws through the stacked plates

into bottom of the supported beam. • T2TP shall cover the full width of the supported beam. Beam shall be centered on the T2TP

and continuous across the entire length of the plate.

Ref. No. W L Qty Type Lbs kN Lbs kN

T2TP527 -- 3 5-1/4 7 4 1/4" x 2" Lag Screw 29300 131.3 22600 101.3 T2TP79 -- 3 7 9 4 1/4" x 2" Lag Screw 38500 172.6 34000 152.4

1) Factored resistances are for standard term loading; reduce or increase for other load durations in accordance with the code. 2) Bearing loads are based on compression perpendicular to grain values published in the Canadian Standards Association CSA-O86-14 and having the top plate in full contact with the supported member. 3) Factored resistances are based on lumber with a specific gravity of DF = 0.49 and S-P-F = 0.42 and a moisture content of 19% or less. 4) Lag Screws are not supplied. WS2 Wood Screws (1/4" dia. x 2" long) may be ordered separately and used in lieu of lag screws. 5) Beams shall be designed to support the required loads. Beam shear may limit loads to less than listed loads for device. 6) The factored resistance of the T2TP may exceed the column capacity. Refer to the BLACKJACK / REDJACK Column load tables for the maximum factored resistance based on column length.

Bearing (100%)


S-P-FFactored Resistance

MiTekStock No.

SteelGauge

Dimensions (in) Fastener Schedule

Bearing (100%)

T2CC BLACKJACK / REDJACK Column Caps

Cap only version for BLACKJACK 3.0 / REDJACK 2.5/3.0 Adjustable Structural Columns. Adds bearing capacity and resists beam rotation.

Materials: T2CC35: 7 gauge ASTM A1011; T2CC525, T2CC71: 3 gauge ASTM A 36 steelFinish: Primer

Installation:• Replaces standard BLACKJACK / REDJACK Top Plate.• Slide column cap tube into top of existing threaded pipe component. • WS3 Wood Screws, 1/4" dia. x 3" long, are supplied with T2CC Column Caps.• Beam shall be continuous across the entire length of the column cap.

Ref. No. W H L Qty Type Lbs kN Lbs kN T2CC35 -- 7 3-5/8 6-1/2 11 16 WS3 31270 139.1 23675 105.3 T2CC525 -- 3 5-1/4 8 13 16 WS3 54115 240.7 40970 182.2 T2CC71 -- 3 7-1/8 6-1/2 11 16 WS3 62540 278.2 47350 210.6

1) Factored resistances are for standard term loading; reduce or increase for other load durations in accordance with the code. 2) Bearing loads are based on compression perpendicular to grain values published in CSA O86-14 and having the bucket base in full contact with the supported member. 3) Factored resistances are based on lumber with a specific gravity of DF-L = 0.49 and S-P-F = 0.42 and a moisture content of 19% or less. 4) WS3 Wood Screws (1/4" dia. x 3" long) are included with T2CC Column Caps. 5) Beams shall be designed to support the required loads. Beam shear may limit loads to less than listed loads for device. 6) The factored resistance of the T2CC may exceed the column capacity. Refer to the BLACKJACK / REDJACK Column load tables for the maximum factored resistance based on column length.

MiTekStock No.

SteelGauge

Beam

Fastener Schedule4

Bearing (100%)

Dimensions (in)

Bearing (100%)

DF Factored Resistance

S-P-F Factored Resistance

W

L

WL

H

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PHD / PHDA Predeflected Holdowns

Holdowns

Features the pre-deflected base, the PHD/PHDA holdowns minimize deflection while providing uplift resistance.

Materials: See chart.Finish: G90 galvanizingCodes: Load values are derived from data submitted to various North American building code evaluators.

Installation:• Use all specified fasteners. See Product Notes, page 19.• Place the PHD/PHDA over the anchor bolt. No washer is required.• Install with MiTek’s code evaluated WS3 (1/4" dia. x 3" long) Wood

Screws, which are provided with the holdown.• Tighten anchor bolt nuts finger tight to base plus 1/3 to 1/2 additional

turns with a wrench. • PHD/PHDA Predeflected Holdowns may be installed off sill plate

with no load reduction.• The design engineer may specify any alternate anchorage calculated to

resist the tension load for a specific application. Anchorage exposure length should take the bearing plate height of 1-5/8" into account, anchor bolt thread should visibly extend above nut.

• If used to anchor a built-up post, such as a double 2x4, the post component shall be designed to act as a single unit. Holdown fasteners specified shall not be considered to attach multiple plies together.

• For anchorage options see STB / STBL Anchor Bolt section on pages 36-37.

Ref. No. W H D CL6 Qty Dia (in) Qty Type Unit in mm

Lbs 3330 2795kN 14.81 12.43Lbs 5400 4535kN 24.02 20.17Lbs 6755 5670kN 30.05 25.22Lbs 8470 7115kN 37.68 31.65

1) Factored resistances have been increased 15% for short-term loads such as wind and earthquake; reduce for other load durations in accordance with the code. 2) The designer must specify anchor bolt type, length, and embedment. 3) The PHD/PHDA may be elevated off the sill and may increase deflection. 4) WS3 wood screws are 1/4" dia. x 3" long and are included with PHD/PHDA models. 5) Minimum post thickness is 3". Consult MiTek for installations less than 3". 6) "CL" denotes the distance between the post and center of the anchor bolt. New products or updated product information are designated in blue font.

0.159

0.140

0.138

0.069

4.04

3.56

3.51

1.75 PHD8 HDU8-SDS2.5

9-3/4 2-5/8 1-3/8

2-5/8 1-3/8

3-1/4 16-1/2

11-11/16

3 1-3/8

14

14

12

3

3

PHD4A HDU4-SDS2.5

PHD5A HDU5-SDS2.5 1 5/8 14 WS3

1 7/8 24 WS3

WS3

1 5/8 10 WS3

2-5/8 1-3/8 1 5/8 6 PHD2A HDU2-SDS2.5 14 3 7-3/4

Deflection at

Factored Resistance

Uplift

(115%)1,5

Uplift

(115%)1,5MiTek

Stock No.Steel

Gauge

Anchor

Bolts2

Wood

Screws4

D Fir-LFactored

Resistance

S-P-FFactored

Resistance


Typical PHD5A installation

PHD8 PHD5AD

CL

H

W

1-5/8

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DTB Holdown

Holdowns

DTB-TZ is a light-capacity holdown for single 2x installations.

Finish: G-185 galvanizing

Options: See chart for Corrosion Finish OptionsCodes: Load values are derived from data submitted to various North American building code evaluators.

Installation:• Use all specified fasteners. See Product Notes, page 19. • Install with MiTek’s THR 1/2" threaded rod or equivalent.• Position DTB-TZ on deck joist in a location where the 1/2"

threaded rod or bolt may be threaded through the bolt hole.• Drive WS15-EXT wood screws into joist. • Re-install threaded rod or anchor bolt. Secure with washer and nut. • Tighten anchor bolt nuts finger tight to base plus 1⁄3 to 1⁄2

additional turns with wrench.

CL

Ref. No. (in) Qty 100% 115%1 100% 115%1 100% 115%1 100% 115%1

DTB-TZ DTT2Z 14 1/2 1-1/8 8 WS15-EXT 2640 2640 11.74 11.74 2220 2220 9.88 9.88

1) Factored resistances have been increased 15% for short-term loads such as wind and earthquake; reduce for other load durations in accordance with the code. 2) WS15-EXT Wood Screws are 1/4" dia. x 1-1/2" long exterior coat screw and are included with DTB-TZ Deck Tie-Backs. New products or updated product information are designated in blue font.

Corr

osio

nFi

nishkNMiTek

Stock No.Wood

Screws

Rod / BoltAnchor Dia. (in)

LbsLbs

Fastener Schedule2

kNSteelGauge

DF Factored Resistance S-P-F Factored Resistance

DTB-TZ

6"

2-1/4"

CL

1-13/16"




Typical DTB-TZ installation

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LTS / LTTI Tension Ties

Holdowns

Ref. No. Strap Plate W L D CL Qty Dia (in) Qty Type Lbs kN Lbs kN LTTI31 4 LTTI31 18 3 3-3/4 31 2-5/8 1-3/8 3 1 5/8 18 10d x 1-1/2 2905 12.92 2440 10.85

LTS19-TZ 4 LTT19 16 3 1-3/4 22-1/4 3 1-1/2 2-1/2 1 3/4 8 10d 1245 5.54 1045 4.6510 10d x 1-1/2 1140 5.07 960 4.2710 16d 1145 5.09 960 4.272 1/2" Bolt 1215 5.40 1020 4.54

1) Factored resistances have been increased 15% for short-term loads such as wind and earthquake; no further increase allowed. 2) 16d sinkers may be substituted for the specified 10d common nails with no load reduction. 3) The designer must specify anchor bolt type, length and embedment depth. 4) LTTI and LTS holdowns shall be installed tight to the sill plate. 5) LTS20B bolted installation requires a minimum 1-1/2" wood member thickness. 6) NAILS: 10d x 1-1/2" nails are 0.148" dia. x 1-1/2" long, 10d nails are 0.148" dia. x 3" long, 16d nails are 0.162" dia. x 3-1/2" long.

Corr

osio

n Fi

nishTensile 115%1

Dimensions (in)

3/42 20 3 1-1/2 1



Tensile 115%1

Fastener Schedule

NailSpacing

(in)

AnchorBolt3

Steel Gauge

Strap2,5,6

MiTekStock No.

LTS20B LTT20B 12 3 3-3/4

LTTI131

Typical LTS installation

Typical LTTI131 installation

Hanger not shownLTS series – The LTS19 is designed for nail-on installation to 2x joists or studs, and the LTS20B provides a nail or bolt fastening option. The LTS20B will accommodate wood I-Joists if 10d x 1-1⁄2" nails are used instead of the specified 16d nails.

LTTI31 – An open web joist tension tie designed for use with masonry or concrete construction.

Materials: See chart

Finish: G90 galvanizing; LTS19-TZ — G-185 galvanizing Codes: Load values are derived from data submitted to various North American building code evaluators.

Installation:• Use all specified fasteners to attach the strap portion of the

connector to the side of stud, post, joist, purlin, or beam. Secure the base to the concrete or masonry wall with specified anchor bolt. A design professional shall specify the type, length, and embedment of the anchor bolt.

• Washers are not required on transfer plates that fit over the anchor bolt.

• LTTI31 and LTS connectors must be mounted flush to the mudsill.

• Factored resistances are based on either nail or bolt fastening; nail and bolt values cannot be combined.

• Tighten anchor bolt nuts finger tight to base plus 1/3 to 1/2 additional turns with a wrench.

LTS20BLTS19-TZ

1/4" transfer

plate

W

L

DCL

2-1/2"

1/4" transfer

plate

W

L

DCL

3-3/4"

6-1/4"

W

L

D

6-3/16"

3/8" Typ.

2-3/8"

11/16"

CL

6"

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HTT16 HTT45

Typical HTT45 Max installation

Typical HTT16 installation

W

L

D

CL

W

L

Standard round nail holes for

minimum nailing

Additional diamond holes for maximum

nailing

D

CL

HTT Tension Ties

Secures multi-ply studs or posts to mudsills or foundation. Nail fastening makes for a convenient connection to studs or posts in cramped retrofit installations.

Materials: 10 gauge

Finish: G90 galvanizing Codes: Load values are derived from data submitted to various North American building code evaluators.

Installation:• Use all specified fasteners to attach the strap portion of the

connector to the side of stud, post, joist, purlin, or beam. Secure the base to the concrete or masonry wall with specified anchor bolt. A design professional shall specify the type, length, and embedment of the anchor bolt.

• HTT45 Max – Fill all round and diamond nail holes.• Washers are not required on transfer plates that fit over the

anchor bolt.• Tighten anchor bolt nuts finger tight to base plus 1/3 to 1/2

additional turns with a wrench.

Ref. No. W L D CL Qty Dia. (in) Qty Type Lbs kN Lbs kN

HTT16 HTT4 10 2-1/2 16 2 1-3/8 1-3/4 -- 1 5/8 18 10d 5355 23.82 3800 16.90

10d 5590 24.87 4905 21.82

16d x 2-1/2 6600 29.36 5780 25.71

10d 7280 32.38 6390 28.42

16d x 2-1/2 8255 36.72 7230 32.16

1) Factored resistances have been increased 15% for short-term loads such as wind and earthquake; no further increase allowed. 2) 16d sinkers may be substituted for the specified 10d common nails with no load reduction. 16d common nails may be substituted for the specified 16d x 2-1/2" nails with no load reduction. 3) The designer must specify anchor bolt type, length and embedment depth. 4) NAILS: 10d nails are 0.148" dia. x 3" long, 16d x 2-1/2" nails are 0.162" dia. x 2-1/2" long.

HTT45 10 HTT4, HTT5

Tensile 115%1

Dimensions (in)DF

Factored ResistanceS-P-F

Factored Resistance

Tensile 115%1

Fastener Schedule

Min/Max

Min

Max

MiTekStock No.

18

26

1-3/4

Steel Gauge

Strap2,4

2 1-3/8 1 5/82-1/2 16

NailSpacing

(in)

AnchorBolt3

Holdowns

56

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owns

Copyright © 2018 M


TD / TDX Holdowns

TD – Different welded configurations and sizes achieve a great deal of versatility within the TD series.

TDX – The TDX2 and TDX5 feature formed designs, all others are welded. All are self-jigging.

All models, except TD2, TD5, and TD7, feature a self-jigging design with code required end distances built in.

Materials: See chartFinish: TDX2-TZ – G-185 galvanizing; All others – PrimerCodes: Load values are derived from data submitted to various North American building code evaluators.

Installation:• Use all specified fasteners. See Product Notes, page 19.• Do not use lag bolts. Washers are not required for anchor bolts or

between holdown and bolt hex head, but standard washers should be used against stud or post under the nut. See page 38 for BP/LBP Bearing Plates.

• Bolt holes should be a minimum of 1⁄32" to a maximum of 1⁄16" larger than the bolt diameter.

• See pages 36-37 for STB Anchor Bolt section for anchorage options. A design professional may specify alternate anchorage with conventional anchor bolts.

• A design professional shall determine the adequacy of the stud to resist published loads. Holdown fasteners specified shall not be considered to attach multiple plies together.

• Tighten anchor bolt nuts finger tight to base plus 1/3 to 1/2 additional turns with a wrench. Wood members may shrink over time; if possible, nut tightness should be checked periodically.

• If used to anchor a built-up post, such as a double 2x4, the post component shall be designed to act as a single unit.

Typical TDX2-TZinstallation

Typical TDX2-TZ back-to-backinstallation

Typical TD15installation

TDX2-TZ

TDX6

Typical TDX6installation

Moisture barrier may be required

Use bearing plates between nut and stud

End distance

Wall stud

Threaded rod

Washer required under anchor

bolt nut

TD15 = 3-3/8" TD9 & TD12 = 3-1/2"

Holdowns

Holdown installationbetween floors

H

DW

CL

3-1/2"

BH

9/16"

H

D

W

CL

3-1/2"

BH

9/16"


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TD / TDX Holdowns

Ref. No. W H D BH CL Qty Lbs kN Lbs kN1-1/2 1560 6.94 1230 5.47

3 3115 13.86 2460 10.943-1/2 3635 16.17 2870 12.775-1/2 5710 25.40 4510 20.061-1/2 2725 12.12 2150 9.56

3 5450 24.24 4300 19.133-1/2 6360 28.29 5020 22.335-1/2 9995 44.46 7890 35.10

3 6225 27.69 4915 21.863-1/2 7270 32.34 5740 25.534-1/2 9345 41.57 7375 32.815-1/2 11420 50.80 9015 40.10

3 8310 36.96 6555 29.163-1/2 9690 43.10 7645 34.014-1/2 12460 55.42 9835 43.755-1/2 15225 67.72 12025 53.49

3 10385 46.19 8195 36.453-1/2 12110 53.87 9560 42.524-1/2 15570 69.26 12295 54.695-1/2 19035 84.67 15025 66.831-1/2 1300 5.78 1025 4.56

3 2525 11.23 1795 7.983-1/2 2525 11.23 1795 7.985-1/2 2525 11.23 1795 7.981-1/2 1560 6.94 1230 5.47

3 3115 13.86 2460 10.943-1/2 3635 16.17 2870 12.775-1/2 5695 25.33 4510 20.061-1/2 1815 8.07 1440 6.41

3 3635 16.17 2870 12.773-1/2 4240 18.86 3345 14.885-1/2 6665 29.65 5260 23.401-1/2 2725 12.12 2150 9.56

3 5450 24.24 4300 19.133-1/2 6360 28.29 5020 22.335-1/2 9995 44.46 7890 35.101-1/2 3635 16.17 2870 12.77

3 7270 32.34 5740 25.533-1/2 8480 37.72 6695 29.785-1/2 13325 59.27 10515 46.771-1/2 4150 18.46 3275 14.57

3 8310 36.96 6555 29.163-1/2 9690 43.10 7645 34.015-1/2 15225 67.72 12025 53.49

1) Factored resistances have been increased 15% for short-term loads such as wind and earthquake; reduce for other load durations in accordance with the code. 2) The designer must specify stud or post to resist published factored resistance. 3) The designer must specify anchor bolt type, length, and embedment. 4) All models may be installed with greater than the required anchor end distance with no chart load reduction. 5) The designer shall consider the effect of compression, bearing, tension, and combined bending due to device eccentricity when applicable. 6) Holdowns raised off of the sill plate may have higher deflection values.

1 7

1

5/8

3/4

7/8

7/8

7/8

5-1/4

4-1/2

6-1/8

6-1/8

7

1 7

6-1/8

3/4 2 3/4 5-1/4

TD7 -- 3 3-3/8 11-7/8 3-5/8 2-1/8 1-1/8 3 7/8 6-1/83-3/8

MiTekStock No.

SteelGauge

TD5 -- 7 3 6-3/8 3-3/4 2-1/81-1/4

Dimensions (in) Fastener Schedule4

Min.RequiredBolt End

Distance5

(in)

AnchorBolt

Dia (in)

Bolts

Dia(in)

Length of Bolt in VerticalMember

(in)

DFFactored Tensile

Resistance (115%)1,2,3

S-P-FFactored Tensile

Resistance (115%)1,2,3

TD9 -- 3 3-3/8 16-1/2 4-1/4 2-1/8 1-1/8 34-1/8

TD15 HD19 3 3-1/2 25 4-3/8 2-1/8 1-1/4 54-1/4

TD12 HD12 3 3-1/2 20-1/2 4-1/4 2-1/8 1-1/8 44-1/8

TDX2-TZ HD3B 12 2-1/16 8-1/8 2-3/4 1-1/2 5/8 24-1/2

TDX5 -- 10 2-1/2 9-3/8 3-7/8 2 3/4 26

TDX6 HD5B 7 3-1/2 11-1/8 3-3/4 2 7/8 26-1/8

TDX8 -- 7 3-1/2 14-5/8 3-3/4 2 7/8 36-1/8

1 7

TDX10 HD7B 7 3-1/2 18-1/8 3-3/4 2 7/8 4

TDX14 HD9B 3 3-1/2 20-1/2 3-5/8 2-1/8 1 4

6-1/8

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owns

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UPHD Holdowns

Engineered for high capacity with minimum deflection and low eccentricity.

Materials: See chartFinish: PrimerCodes: Load values are derived from data submitted to various North American building code evaluators.

Installation:• Use all specified fasteners. See Product Notes, page 19.• Place holdown over anchor bolt and drive screws into post.• Tighten anchor bolt nuts finger tight to base plus 1/3 to 1/2 additional

turns with a wrench. • Holdown may be installed off of the plate with no load reduction.• If used to anchor a built-up post, such as a double 2x4, the post

component shall be designed to act as a single unit. Holdown fasteners specified shall not be considered to attach multiple plies together.

Typical UPHDinstallation

UPHD

Typical UPHDconcrete

wall installation

Ref. No. W H D CL Qty Qty Type Unit in mm

Lbs 13545 12100

kN 60.25 53.82

Lbs 16600 16510

kN 73.84 73.44

Lbs 21390 20130

kN 95.15 89.54

Lbs 24590 23570

kN 109.38 104.84

1) Short-term load duration factor KD = 1.15 has been taken into consideration; no further increase allowed. 2) The UPHD may be installed elevated off the sill and may increase deflection. 3) Where post is consisted of multiple 2x members, members must be fastened securely together to act as one member. 4) UPHD hold-down shall be installed centered along the width of the post. 5) The designer must specify anchor bolt type, length, and embedment. 6) WS3 wood screws are 1/4" dia. x 3" long and are included with UPHD models. New products or updated product information are designated in blue font.

D Fir-LFactored

Resistance

S-P-FFactored

Resistance

Deflection at

Factored Resistance

Uplift

115%1

Minimum Wood

Thickness

(in)3

Minimum Wood Width

(in)4MiTek

Stock No.Steel

Gauge

Anchor

Bolts5


Wood

Screws6

10

10

7

7

1 UPHD8

UPHD9

UPHD11

UPHD14

HDQ8-SDS3

HDU11-SDS2.5

HHDQ11-SDS2.5

HDU14-SDS2.5, HHDQ14-SDS2.5

1 1 30 WS3

WS3

1 1 24 WS3

7/8 24

0.115 2.92

1-1/2

1-3/8

1-1/2

1-1/2

3

3

4-1/2

4-1/2

3-1/2

5-1/2

5-1/2

5-1/2

1 1

0.106 2.69

0.081 2.06

0.11 2.79

Uplift

115%1Dia.(in)

3

3

17-1/2

15-1/8 3-1/2

18-3/4 3-1/2

3-1/4 3

3-1/4 17-1/4 3-1/2

24 WS3

W

H

D

CL

Holdowns

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Factored Resistances for holdowns such as TD, PHD, TDX, HTT and UPHD are based on installation with the anchor bolt aligned directly below the centerline of the holdown. The maximum tolerances for anchor bolt offset are described below.

Designer should consider that installation of a holdown raised above the sill plate may result in higher deflections. These deflections are different for every installation and should be calculated by a certified designer.

Installation:• Holdown installed at maximum of 2' above the bottom plate.• Anchor bolt installed at maximum 2" away from the centerline

of the holdown.• Threaded rod angle must not exceed 5 degrees or a pitch of 1/12. • A threaded coupler must be used at the anchor bolt connection

capable of developing 125% of strength of the rod.

Alternate installations: 1. Install additional full-height member(s) to the existing stud(s)

or post to reduce the horizontal distance between the anchor bolt and the vertical member(s). • Multi-ply studs/posts must be fastened together to act as

a single unit. Holdown fasteners must not be considered to contribute to fastening multiple members together.

• Added members shall be of equal or better wood species.

• Designer must consider any effect of additional eccentricity introduced on the connection.

2. Using a threaded rod epoxied into place at the proper location in lieu of cast-in anchor bolts. These can be installed after the rough framing is completed.

Holdown Offset Anchor Bolt NotesHoldowns

Full height stud or post per plan

MiTek holdown per plan

Threaded rod to match anchor bolt,

double-nut at holdown

Threaded coupler capable of developing

125% of strength of the rod

Foundation

Anchoring device

2"Max

2' Max

1

12

60

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owns

Copyright © 2018 M


HPAHD / PAHD Foundation Straps

Designed to anchor wood framing to poured concrete foundations.

Materials: See chart Finish: G90 galvanizing Codes: Load values are derived from data submitted to various North American building code evaluators.

Installation:• Use all specified fasteners. See Product Notes, page 19 .• Bending the strap horizontally 90° to facilitate wall placement

may cause concrete behind the embedded strap to break away at the top edge (spalling). If the spall is 1" or less from the top edge of the concrete, no load reduction is necessary. If the spall is between 1" and 4", the factored resistance is 0.90 of the published chart load.

• When installing on lumber less than 3-1⁄2" wide, wood splitting may occur. To reduce splitting, use 10d x 1-1⁄2" nails or fill every other hole with 16d common nails. Reduce factored resistance in accordance with code requirements.

• Straps are to be installed at the edge of concrete. Install prior to pour by nailing to form. Drive temporary nails through lowest two nail holes into form. Concrete level should reach embedment line; minimum embedment depths are listed in chart.

• Do not rely on these straps to secure concrete sections together between cold joints; take other measures to transfer the load. If there is a cold joint between slab and foundation, the minimum embedment must be made into the foundation. Fastening opportunities may be reduced because the slab pour level may be higher than some nail holes. Using fewer fasteners will reduce factored resistance. Reduce factored resistance by the code capacity for each fastener not installed.

• Factored resistances based on a minimum concrete compressive strength of 2,500 psi at 28 days, with one #4 horizontal rebar in the shear cone. Rebar should be a minimum length of 2x embedment depth plus 12" (see chart for exceptions in corner installations).

• Where fewer fasteners are used in the structural wood member, reduce loads according to the code.

• There may be an increase in the amount of deflection if the strap is installed on the outside of the sheathing, versus directly to the framing members.

• Strap may be bent one complete cycle to aid installation.

Holdowns

Qty Type W L IE D Lbs kN Lbs kN

Uncracked 4780 21.26 4330 19.26Cracked 3345 14.88 3345 14.88




1) A 16d Common nail has a diameter of 0.162-in and a length of 3-1/2-in. 2) Predrilled holes are not required. 3) An edge distance of 1/2-in implies that the distance from the corner of the wall to the edge of the strap is no less than 1/2-in. 4) An edge distance of 1.5 x IE implies that the minimum distance from the corner of the wall to the centerline of the strap is no less than 1.5 times the embedment depth. 5) For edge distances between 1/2-in and 1.5 x lE calculate loads using straight line interpolation. 6) Minimum anchor spacing for full capacity is 2 x lE. For spacing less than that reduce capacity proportionally. 7) Factored resistances are based on lumber with a specific gravity of 0.49 for DF and 0.42 for S-P-F with a moisture content of 19% or less. 8) Minimum concrete strength f'c = 2,500 psi 9) Minimum 1-#4 rebar shall be installed in the shear cone

Fastener

MiTekStock No.

SteelGa.

HPAHD22 10 23 16d

16-5/8 8 PAHD42 12 15 16d

Dimensions (in)

2-1/16

2-1/16

-- 5-3/4

1.5 x IE

1.5 x IE

61/2

-- 24-3/4 9-1/2 4-1/8 61/2

Ref. No.

Schedule1,2DF

Factored TensileResistance (115%)

S-P-FFactored Tensile

Resistance (115%)

Concrete8,9

MinStemwallThickness

(in)

EdgeDistance3,4

(in)

Typical HPAHD22single pour edge installation

Typical HPAHD22single pour corner and

endwall installation

Typical HPAHD22single pour rim joist installation

HPAHD22 form boardinstallation

HPAHD

PAHD42

1/2" min from corner

(1) #4 rebar in shear cone

Nailed portion

13-1/2"

D

IE

W

Embedment line

H

D

IE

2x embedment length + 12" min rebar length

Install (1) #4 rebar in shear cone

12" min rebar length

1/2" min from corner



H

W

D

Embedment line

IE

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LSTAD / STAD Foundation Straps

The coined dimples below the embedment line allow for increased concrete bonding. These holdowns retain high uplift capacity even when installed at corners of foundation stemwalls. Ideal for use with built up 2x end posts.

RJ after the model indicates LSTAD or STAD for rim joist applications as in STAD8RJ. Rim joist models provide for a 17" clear span without the loss of strap nailing.

Materials: LSTAD - 14 gauge: STAD - 12 gauge

Finish: G90 galvanizingCodes: Load values are derived from data submitted to various North American building code evaluators.

Installation:• Use all specified fasteners. See Product Notes, page 19. The bottom (2) nails

are for form board attachment only and do not contribute to fastener schedule requirements.

• Embed holdown in concrete to the embedment line (bend line).• See illustrations for requirements on rebar, edge distances, and clear spans.• Bending the strap horizontally 90° to facilitate wall placement may cause

concrete behind the embedded strap to break away at the top edge (spalling). If the spall is 1" or less from the top edge of the concrete, no load reduction is necessary. If the spall is between 1" and 4" the factored resistance is 0.90 of the published chart load.

• When installing on lumber less than 3-1/2" wide, wood splitting may occur. To reduce splitting, use 10d x 1-1/2" nails or fill every other hole with 16d common nails. Reduce factored resistance per code requirements accordingly.

• These straps do not secure concrete sections together at cold joints; take other measures to transfer the load. If there is a cold joint between slab and foundation, the minimum embedment must be made into the foundation. Fastening opportunities may be reduced because the slab pour level may be higher than some nail holes. Using fewer fasteners will reduce factored resistance. Reduce factored resistance by the code capacity for each fastener not installed.

• To achieve full table loads the minimum center-to-center spacing is twice the embedment depth (IE) when resisting tension loads at the same time.

• Where fewer fasteners are used in the structural wood member, reduce loads according to the code.

• There may be an increase in the amount of deflection if the strap is installed on the outside of the sheathing, versus directly to the framing members.

• Strap may be bent one complete cycle to aid installation.

Ref. No. Qty Type lE Unit 1/2" 1-1/2" 8" 1/2" 1-1/2" 8" 1/2" 1-1/2" 8" 1/2" 1-1/2" 8" 1/2" 1-1/2" 8" 1/2" 1-1/2" 8"

Lbs 2765 2765 4000 2765 2765 4000 2765 2765 4000 2320 2320 3360 2320 2320 3360 2320 2320 3360kN 12.30 12.30 17.79 12.30 12.30 17.79 12.30 12.30 17.79 10.32 10.32 14.95 10.32 10.32 14.95 10.32 10.32 14.95Lbs 2765 2765 4000 2765 2765 4000 2765 2765 4000 2320 2320 3360 2320 2320 3360 2320 2320 3360kN 12.30 12.30 17.79 12.30 12.30 17.79 12.30 12.30 17.79 10.32 10.32 14.95 10.32 10.32 14.95 10.32 10.32 14.95Lbs 2765 2765 4000 2765 2765 4000 2765 2765 4000 2320 2320 3360 2320 2320 3360 2320 2320 3360kN 12.30 12.30 17.79 12.30 12.30 17.79 12.30 12.30 17.79 10.32 10.32 14.95 10.32 10.32 14.95 10.32 10.32 14.95Lbs 2765 2765 4000 2765 2765 4000 2765 2765 4000 2320 2320 3360 2320 2320 3360 2320 2320 3360kN 12.30 12.30 17.79 12.30 12.30 17.79 12.30 12.30 17.79 10.32 10.32 14.95 10.32 10.32 14.95 10.32 10.32 14.95

1) Factored resistances have been increased 15% for short-term load duration; no further increased is allowed. 2) 10d common (0.148" x 3" long) nails may be substituted with no load reduction. 3) Wood thickness shall be no less than 2-inch. 4) The 115% values are short-term loads such as wind and earthquake. 5) RJ after the model indicates LSTADs for rim joist applications as in LSTAD8RJ. 6) Interpolate allowable loads for edge distances between those listed. Nail quantities may be reduced for less than lE corner distance design loads, use the code allowable loads for fasteners in shear. 7) Where fewer fasteners are used in the structural wood member, reduce loads according to the code. 8) NAILS: 16d Sinker nails are 0.148" dia. x 3-1/4" long.

MiTek

Stock No.53,000 psi

Fastener

Schedule2,3,8

Edge Distance - Concrete

2,000 psi 2,500 psi

DF

Factored Resistance Uplift (115%)4

S-P-F

Factored Resistance Uplift (115%)4

3,000 psi

Edge Distance - Concrete

2,000 psi 2,500 psi

MinStemWall(in)

6

8

616d

Sinker

16dSinker

8

8

8

LSTAD8

LSTAD8RJ

LSTHD8

LSTHD8RJ 24

24

LSTAD8(LSTAD8RJ similar)

STAD_RJ

STAD

Holdowns

LSTAD8= 21-5/8" LSTAD8RJ = 35-1/8"

LSTAD8= 4-5/8" LSTAD8RJ = 18-1/8"

3"

8"

5"

3"

5"

L

CS

IE

3"

5"

L

CS

IE


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owns

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Wind and Wind and

Seismic Seismic Seismic Seismic

Ref. No. Qty Type L IE CS Concrete10,11Unit IEFaSa(0.2) < 0.35 IEFaSa(0.2) ≥ 0.35 IEFaSa(0.2) < 0.35 IEFaSa(0.2) ≥ 0.35

Lbs 3955 2965 3955 2965kN 17.59 13.19 17.59 13.19

Lbs 3320 2490 3320 2490kN 14.77 11.08 14.77 11.08

Lbs 6460 4405 6460 4405kN 28.74 19.60 28.74 19.60

Lbs 5540 4155 5540 4155kN 24.64 18.48 24.64 18.48

Lbs 3955 2965 3955 2965kN 17.59 13.19 17.59 13.19

Lbs 3320 2490 3320 2490kN 14.77 11.08 14.77 11.08

Lbs 6460 4405 6460 4405kN 28.74 19.60 28.74 19.60

Lbs 5540 4155 5540 4155kN 24.64 18.48 24.64 18.48

Lbs 5220 3915 5220 3915kN 23.22 17.42 23.22 17.42

Lbs 4230 3170 4230 3170kN 18.82 14.10 18.82 14.10

Lbs 7560 6105 6350 6105kN 33.63 27.16 28.25 27.16

Lbs 7465 5600 6320 5600kN 33.21 24.91 28.11 24.91Lbs 5220 3915 5220 3915kN 23.22 17.42 23.22 17.42Lbs 4230 3170 4230 3170kN 18.82 14.10 18.82 14.10

Lbs 7560 6105 6350 6105kN 33.63 27.16 28.25 27.16

Lbs 7465 5600 6320 5600kN 33.21 24.91 28.11 24.91

Lbs 7535 5540 6330 5540kN 33.52 24.64 28.16 24.64

Lbs 7910 5540 7580 5540kN 35.19 24.64 33.72 24.64

Lbs 7535 5975 6330 5975kN 33.52 26.58 28.16 26.58

Lbs 8765 5975 7580 5975kN 38.99 26.58 33.72 26.58

Lbs 7535 5540 6330 5540kN 33.52 24.64 28.16 24.64

Lbs 7910 5540 7580 5540kN 35.19 24.64 33.72 24.64

Lbs 7535 5975 6330 5975kN 33.52 26.58 28.16 26.58

Lbs 8765 5975 7580 5975kN 38.99 26.58 33.72 26.58

1) Predrilled holes are not required. 2) When 16d Sinker nails are specified, 10d common (0.148" diameter x 3" long) nails may be substituted with no load reduction. 3) Short-term load duration factor 115% for wind and earthquake has been taken into consideration; no further increase is allowed. 4) Wood thickness shall be no less than 3" (2 - 2x members). 5) Factored resistances are based on a minimum stemwall thickness of 6". 6) Corner strap location implies that the distance from the corner of the wall to the edge of the strap is no less than 1/2". 7) Middle strap location implies that the minimum distance from the corner of the wall to the centerline of the strap is no less than 1.5 times the embedment depth (IE). 8) For edge distances between 1/2-inch and 1.5 x lE calculate loads using straight line interpolation. 9) Minimum anchor spacing for full capacity is 2 x lE. For spacing less than that reduce capacity proportionally. 10) Minimum concrete strength f'c = 2,500 psi. 11) Minimum 1-#4 rebar shall be installed in the shear cone 12) NAILS: 16d Sinker nails are 0.148" dia. x 3-1/4" long.

D Fir-LFactored Tensile Resistance (115%)

S-P-FFactored Tensile Resistance (115%)

WoodConnection

Strength

WoodConnection

Strength

7560

MiTekStock No

Schedule1,2,12

16d Sinker

21-5/8 824

Dimensions(in)

4-5/8

Cracked

Uncracked

Cracked

Uncracked

Cracked

Cracked

Uncracked

Cracked

Uncracked

Cracked

Cracked

Uncracked

Uncracked

Cracked

Uncracked

Strap

Location6,7,8

Fastener

3816d

Sinker32-1/8

Corner

Middle

Corner

Middle

Corner

18-1/8

1-5/8

16-1/8

Middle

STAD14RJ

--

--

STHD10

STHD10RJ

STHD14

STHD14RJ

STAD10RJ

STAD14

STAD8

STAD8RJ

STAD10

3816d

Sinker39-5/8

2416d

Sinker35-1/8

2816d

Sinker21-5/8

2816d

Sinker36

7560

7535

6350

6350

6330

14

10

8

Corner

Middle

10

14

Corner

4-5/8

12-1/8

Middle

Uncracked

Uncracked

CrackedCorner

Uncracked

CrackedMiddle

Uncracked

Cracked

Uncracked

Cracked

LSTAD / STAD Foundation Straps

Typical STAD10 middle wall installation

Typical STAD10corner installation

Typical STAD14RJcorner rim joist installation

Holdowns

1) Predrilled holes are not required.2) When 16d Sinker nails are specified, 10d common (0.148" diameter x 3" long) nails may be substituted with no load reduction.3) Short-term load duration factor 115% for wind and earthquake has been taken into consideration; no further increase is allowed.4) Wood thickness shall be no less than 3 inches (2 - 2x members).5) Factored resistances are based on a minimum stemwall thickness of 6".6) Corner strap location implies that the distance from the corner of the wall to the edge of the strap is no less than 1/2".7) Middle strap location implies that the minimum distance from the corner of the wall to the centrel ine of the strap is no less than

1.5 times the embedment depth (Ie).

8) For edge distances between 1/2" and 1.5 x le calculate loads using straight line interpolation.

9) Minimum anchor spacing for full capacity is 2 x le. For spacing less than that reduce capacity proportionally.

10) Minimum concrete strength f'c = 2500 psi11) Minimum 1-#4 rebar shall be installed in the shear cone12) NAILS: 16d Sinker nails are 0.148" dia. x 3-1/4" long.

Edge distance 1/2" min from corner



12" min. rebar length

Edge distance 1/2" min from corner

Nailed portion

CSInstall (1) #4 rebar in shear cone


12" min. rebar lengthInstall (1) #4 rebar

in shear cone

2x embedment length + 12" min. rebar length

63

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TA Foundation Straps

Foundation Straps offer an economical, one-piece method of achieving a continuous load path from a 2 x 8, 2 x 10, 2 x 12, or 2 x 14 rim joist through concrete block to foundation. All models require a 6" embedment into concrete footings.

Materials: 12 gaugeFinish: G90 galvanizingOptions: See Chart for Corrosion Finish OptionsCodes: Load values are derived from data submitted to various North American building code evaluators.

Installation:• Use all specified fasteners. See Product Notes, page 19.• Factored resistances are based on either nail fastening or bolt

fastening; nail and bolt values cannot be combined.• Install by inserting product into footing’s wet concrete. All models

require a 6" embedment into concrete foundations. Courses of concrete block must be laid over connector. Notch mudsill at connector locations. Wrap strap over rim joist and fasten.

• Do not rely on these straps to secure concrete sections together between cold joints; take other measures to transfer the load. If there is a cold joint between block and foundation, the minimum embedment must be made into the foundation.

• Based on product embedment the exposed number of fastener holes may be reduced. Using fewer fasteners will reduce factored resistance. Reduce factored resistances by the code prescribed factored resistance per fastener, for each fastener not installed.

• Factored resistances are based on a minimum concrete compressive strength of 2,500 psi at 28 days.

Installation

W L L1 Qty Type Type Lbs kN Lbs kN

2 1/2 3335 14.84 2615 11.63

8 16d x 2-1/2 2770 12.32 1965 8.74

3 1/2 3680 16.37 2615 11.63

10 16d x 2-1/2 2770 12.32 1965 8.74

4 1/2 3680 16.37 2615 11.63

14 16d x 2-1/2 3635 16.17 2580 11.48

5 1/2 3680 16.37 2615 11.63

16 16d x 2-1/2 3635 16.17 2580 11.48

2 1/2 3335 14.84 2615 11.63

8 16d x 2-1/2 2770 12.32 1965 8.74

3 1/2 3680 16.37 2615 11.63

10 16d x 2-1/2 2770 12.32 1965 8.74

4 1/2 3680 16.37 2615 11.63

14 16d x 2-1/2 3635 16.17 2580 11.48

5 1/2 3680 16.37 2615 11.63

16 16d x 2-1/2 3635 16.17 2580 11.48

1) Bolt values are for 3" thick rim joist loaded perpendicular to grain. 2) Factored resistances have been increased 15% for short-term loads such as wind and earthquake; no further increase is allowed. 3) Factored uplift resistance for bolted connections based on upper most fastener 1-1/2-inch from top of rim board. 4) Nails: 16d x 2-1/2 nails are 0.162" diameter by 2-1/2" long.

S-P-FFactored Resistance1

Uplift 115%2,3

48-1/4 17-5/8

Fastener Schedule4Dimensions (in)

2 x 8

2 x 10

DFFactored Resistance1

Uplift 115%2,3

TA51 PA51 2-1/16

MiTekStock No. Ref. No.

2 x 12

2 x 14

2 x 8

2 x 10

2 x 12

2 x 14

TA71 PA68 2-1/16 68-1/4 22-1/8

TATypical TA installation

Holdowns

L

L1

W

2-1/4"

6" min.

Double 2 x 10 rim joist

64

Hold

owns

Copyright © 2018 M


PA series – For installation into poured concrete or concrete block walls and foundations.

PAI series – For wood I-Joist applications. An expanded 3" on-center nail spacing reduces splitting along I-Joist flange.


Installation:• Use all specified fasteners. See Product Notes, page 19.• Minimum concrete strength is 2,500 psi.• The factored resistance for bolts are based on parallel to grain loading with a 3" minimum member

thickness. Reduce load per code requirements when minimum member thickness is not achieved.• Minimum concrete edge distance is 4" for PA & PAI series.• Minimum concrete block edge distance is 20".• Designer may specify alternate fastening schedules. Refer to Nail Specification Table on

page 22 for nail shear values. Load values shall not exceed published factored resistances.• No anchor bolts are needed for achieving efficient stress transfer from framing to concrete

walls or foundations.

PA / PAI Purlin Anchors

1) Factored resistances have been increased 15% for short-term loads such as wind and earthquake; reduce for other load durations in accordance with the code.

2) Values for bolts are based on parallel-to-grain loading with 3" minimum member thickness.

3) Values are based on the use of either nails or bolts; nail and bolt values cannot be combined.

4) 16d sinkers or 10d common nails may be substituted for the specified 16d common nails at 0.85 of the table loads.

5) For alternate nail schedule and load values consult MiTek.

6) Minimum quantity of fasteners to be installed. Product may have additional fastener holes not needed to meet published factored resistance of product.

7) NAILS: 10d x 1-1/2" nails are 0.148" dia. x 1-1/2" long, 16d nails are 0.162" dia. x 3-1/2" long.

Typical PA holdown installation

Typical PA purlin installation

Typical PAI I-Joist purlin face installation

PA PAI




Ref. No. Type Lbs kN Lbs kN Lbs kN Lbs kN

12 16d 3200 14.23 3200 14.23 2685 11.94 2685 11.942 1/2 2340 10.41 2340 10.41 1965 8.74 1965 8.7415 16d 4175 18.57 3770 16.77 3505 15.59 3165 14.083 1/2 3380 15.04 3380 15.04 2840 12.63 2840 12.6315 16d 4175 18.57 3770 16.77 3505 15.59 3165 14.084 1/2 4185 18.62 3770 16.77 3515 15.64 3165 14.0815 16d 4175 18.57 3770 16.77 3505 15.59 3165 14.084 1/2 4185 18.62 3770 16.77 3515 15.64 3165 14.08

PAI18 PAI18 18-1/2 4 6 12 10d x 1-1/2 2565 11.41 2565 11.41 2155 9.59 2155 9.59 PAI23 PAI23 23-1/2 4 6 18 10d x 1-1/2 3845 17.10 3770 16.77 3230 14.37 3165 14.08 PAI28 PAI28 28-1/2 4 6 24 10d x 1-1/2 4595 20.44 3770 16.77 3860 17.17 3165 14.08 PAI35 PAI35 35-1/2 4 6 26 10d x 1-1/2 4595 20.44 3770 16.77 3860 17.17 3165 14.08

12 16d 3200 14.23 3200 14.23 2685 11.94 2685 11.942 1/2 2340 10.41 2340 10.41 1965 8.74 1965 8.7415 16d 4175 18.57 3770 16.77 3505 15.59 3165 14.083 1/2 3380 15.04 3380 15.04 2840 12.63 2840 12.6315 16d 4175 18.57 3770 16.77 3505 15.59 3165 14.084 1/2 4185 18.62 3770 16.77 3515 15.64 3165 14.0815 16d 4175 18.57 3770 16.77 3505 15.59 3165 14.084 1/2 4185 18.62 3770 16.77 3515 15.64 3165 14.08


12 16d 3200 14.23 3200 14.23 2685 11.94 2685 11.942 1/2 2340 10.41 2340 10.41 1965 8.74 1965 8.7415 16d 4175 18.57 3770 16.77 3505 15.59 3165 14.083 1/2 3380 15.04 3380 15.04 2840 12.63 2840 12.6315 16d 4175 18.57 3770 16.77 3505 15.59 3165 14.084 1/2 4185 18.62 3770 16.77 3515 15.64 3165 14.0815 16d 4175 18.57 3770 16.77 3505 15.59 3165 14.084 1/2 4185 18.62 3770 16.77 3515 15.64 3165 14.08


1) Factored resistances have been increased 15% for short-term loads such as wind and earthquake; reduce for other load durations in accordance with the code. 2) Values for bolts are based on parallel-to-grain loading with 3" minimum member thickness. 3) Values are based on the use of either nails or bolts; nail and bolt values cannot be combined. 4) 16d sinkers or 10d common nails may be substituted for the specified 16d common nails at 0.85 of the table loads. 5) For alternate nail schedule and load values consult USP. 6) Minimum quantity of fasteners to be installed. Product may have additional fastener holes not needed to meet published allowable load of product. 7) NAILS: 10d x 1-1/2" nails are 0.148" dia. x 1-1/2" long, 16d nails are 0.162" dia. x 3-1/2" long.

Corr

osio

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Maximum Capacity

2x & 3x Ledger

4x Ledger

PA35 35 4

6 PA28 PA28 29 4

PA35 PA35 35 4 6

6

PA23 PA23 23-3/4 4 6

PA18 PA18 18-1/2 4

PA18 PA18 18-1/2 4

PA18

PA23

PA28

PA35

PA18

6 PA35

PA28

PA35

PA28

4

PA28 29 4

35

23-3/4 4 6

6

6

PA23 PA23

4 6

MinimumEmbedment

Conc

rete

Mas

onry

18-1/2

23-3/4

29

4 6

4 6

6

PA23



Fastener Schedule4,5,6

MiTekStock No.

L(in)

Min Qty7

Concrete MasonryMasonryConcrete

Tensile (115%)1,2,3 Tensile (115%)1,2,3

Holdowns

L

2-1/16"

1-1/2"

4-1/2"L

2-1/16"

Ledger

4" min. concrete or 20" min. concrete block

edge distance

#4 rebar min

4"

65

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TDL Concrete Angles

These angles secure wood posts to concrete or wood floors in light-duty applications.

Materials: 12 gauge

Finish: G90 galvanizing

Options: See Chart for Corrosion Finish Options.Codes: Load values are derived from data submitted to various North American building code evaluators.

Installation:• Use all specified fasteners. See Product Notes, page 19.• The TDL10 can be embedded into concrete. Minimum

embedment depth is 4" to achieve factored resistances.• Moisture barrier may be required.




Anchor Bolts

Ref. No. W H D Qty Qty Lbs kN Lbs kN4 16d 975 4.34 840 3.741 1/2 1140 5.07 980 4.364 16d 975 4.34 840 3.741 1/2 1140 5.07 980 4.36

1) Factored resistances have been increased 15% for short-term loads such as wind and earthquake; reduce for other load durations in accordance with the code. 2) Values given are based on the use of either nails or bolts; nail and bolt values cannot be combined. 3) The bolt values are based on single shear with a minimum member thickness of 3-1/2-inch. 4) Designer must specify anchor bolt type, length, and embedment. 5) NAILS: 16d nails are 0.162" dia. x 3-1/2" long.

1 1/2

2-1/4

S-P-F

Factored Resistance1,2,3

Uplift 115%Uplift 115%

DF

Factored Resistance1,2,3

Corr

osio

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TDL10

A24

A311

12

12

SteelGauge

MiTekStock No.

Dimensions (in)

Dia.(in)

TDL5 2 5-3/16

2

1 1/2

Strap


Type

9-3/4 2-1/4

TDL10

Typical TDL10embedded interior

installation

Typical TDL5interior installation

4" min.embedment

H

D

W

Holdowns

66

Caps

& B

ases

Copyright © 2018 M


Ref. No. Qty Type Qty Type2,3 Uplift F2 F3 Uplift F2 F3

2 3/8" x 2-1/2" 2555 1165 915 2515 1165 7854 Tapper+ 1125 1070 830 1125 1070 710

2 3/8" x 2-1/2" 2555 1165 915 2515 1165 7854 Tapper+ 1325 1070 830 1325 1070 7104 3/8" x 2-1/2" 3850 1830 1830 3300 1565 15658 Tapper+ 2655 1830 1830 2655 1565 1565

1 4 WS15-EXT or WS3-EXT 4 WS15 1925 16502 8 WS15-EXT or WS3-EXT 8 WS15 3850 3300

1) Factored resistances are for wood posts of 4x4, 6x6 or larger. 2) Use DeWalt 3/8" x 2-1/2" Screw-Bolt+; or equal, installed in accordance with manufacturer's specification. Anchors are not supplied. See page 31 for anchor information. 3) Tapper+ refers to the Powers® 1/4" x 1-3/4" Tapper+ concrete screw anchor or equivalent product. 4) All fasteners must be installed per manufacturer's recommendations. 5) When installing connectors in pairs, the post must be a minimum of 2-1/2" from the edge of the concrete. 6) 15% increase for short-term loads such as wind and earthquake has been taken into consideration; no further increase allowed. 7) Concrete compressive strength shall be 2,500 psi or greater at 28 days. 8) Wood framing base shall be at least 1-1/2" thick. New products or updated product information are designated in blue font.

SteelGauge

Post BaseMiTekStock No.

Qty of RPB's

Fastener Schedule4

2 5 8 WS15-EXT or WS3-EXT

DF

Factored Resistance, 115% (Lbs.)1,6

SPF

Factored Resistance, 115% (Lbs.)1,6

1 4 WS15-EXT or WS3-EXT

Corr

osio

nFi

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Wood Base8

RPB-TZ RPBZ 12

Concrete Base with Post Flush to Corner7

1645 830 1410 710

4 WS15-EXT or WS3-EXT

Concrete Base with Post 2-1/2" from Concrete Edge7

1

RPB Retrofit Post Base

RPB-TZ post base attaches 4x4 or larger wood post to concrete or wood surfaces and the key feature is the ability for installation after the post is in place. Can be installed with 1 or 2 RPB-TZ's (single or double). Post may also be installed on our CPB composite post base product which provides a 1" stand off as required in untreated wood installations. Installs with concrete screws, so no more mis-installed, mis-located, anchor bolts!


Installation: • WS-EXT wood screws and screw anchors

are not included with RPB bases. • Not recommended for fence posts or other

unrestrained (not fixed or fastened at top) applications. These anchors are not designed to resist overturning (moment) loads.

• Concrete Installation: 1. Place RPB-TZ over one corner of post flush

to both concrete and post surfaces and mark hole locations in concrete. Place aside.

2. Drill holes for concrete screws using appropriate bit and hammer drill.

3. Place RPB-TZ in position and install with specified screw anchors as listed in table below.

4. Repeat for RPB-TZ on other side of post for double installations.

• Wood-to-Wood Installation: 1. Place RPB-TZ over one corner of post flush

to wood base and post surfaces. 2. Install all specified WS-EXT wood screws as listed

in the table below. 3. Repeat for RPB-TZ on other side of post for

double installations.

Typical Double RPB-TZ installation with CPB composite post base

(CPB ordered separately)

Typical Double RPB-TZ wood-to wood

installation

Typical Double RPB-TZconcrete installation Min 2-1/2" from any

concrete edge (Top view)

Typical Single RPB-TZ installation at concrete

corner, flush to edge (Top view)

Typical Double RPB-TZconcrete installation




RPB-TZ

2-1/2"

2-1/4"

1-1/2"

5-1/8"

Uplift

RPB-TZ (2) 4x4

RPB-TZ

4x4

1" gapallowed

Smaller fastener holes for Tapper+ or wood screw installation

Larger fastener hole for Wedge Bolt +

installation

F3

F2

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PA / PAE / PAU Post Anchors

Caps & Bases

Post Anchors are used to secure wood posts to concrete footings. These post anchors also provide moisture damage protection and feature a 1" stand-off plate to elevate wood posts above concrete surfaces.

Materials: See chartFinish: G90 galvanizing, PA66ER-TZ - G-185 galvanizingOptions: See chart for Corrosion Finish OptionsCodes: Load values are derived from data submitted to various North American building code evaluators.

Installation: • Use all specified fasteners. Install with supplied washer. • Anchor bolts and nails are not furnished.• Not recommended for fence posts or other unrestrained

(not fixed or fastened at top) applications. These anchors are not designed to resist overturning (moment) loads.

• Anchor bolt installation – place specified diameter anchor bolt at desired location with minimum 4" embedment into minimum 2,500 psi concrete. A minimum 2" edge distance from the outermost edge of the post base to the edge of the concrete is required to achieve factored resistances.

• For cured concrete or retrofit installations – use specified diameter threaded rod with MiTek's CIA-EA or CIA-GEL 7000-C adhesive epoxy, following installation instructions. Contact MiTek Engineering for further information on selecting the proper epoxy.

Ref. No. Base W H L Qty Qty Type Qty UnitLbs 8410 720 -- 5970 510 --kN 37.41 3.20 -- 26.56 2.27 --Lbs 11095 1655 -- 7875 1175 --kN 49.35 7.36 -- 35.03 5.23 --Lbs 10675 3730 3575 8065 3260 3085kN 47.48 16.59 15.90 35.87 14.50 13.72Lbs 8410 720 -- 5970 510 --kN 37.41 3.20 -- 26.56 2.27 --Lbs 10290 955 -- 7305 680 --kN 45.77 4.25 -- 32.49 3.02 --Lbs 19895 1025 -- 17110 880 --kN 88.50 4.56 -- 76.11 3.91 --Lbs 21775 3730 3575 16450 3260 3085kN 96.86 16.59 15.90 73.17 14.50 13.72Lbs 10290 955 -- 7305 680 --kN 45.77 4.25 -- 32.49 3.02 --Lbs 11385 785 -- 8085 555 --kN 50.64 3.49 -- 35.96 2.47 --Lbs 26215 1770 -- 18615 1255 --kN 116.61 7.87 -- 82.81 5.58 --Lbs 25225 3685 3575 19060 3225 3085kN 112.21 16.39 15.90 84.78 14.35 13.72Lbs 11385 785 -- 8085 555 --kN 50.64 3.49 -- 35.96 2.47 --Lbs 26215 1770 -- 18615 1255 --kN 116.61 7.87 -- 82.81 5.58 --Lbs 25225 2465 -- 19060 2465 --kN 112.21 10.96 84.78 10.96 --

1) Factored resistances have been increased 15% for short-term loads such as wind and earthquake; reduce for other load durations in accordance with the code. 2) Factored resistances are based on the use of either nails or bolts; nail and bolt values cannot be combined. 3) NAILS: 16d nails are 0.162" dia. x 3-1/2" long.

Steel Gauge

Stand-off

Plate

Post/Column

SizeMiTek

Stock No.


Nails Bolts Uplift1

Bearing100%

DF


S-P-F


Corr

osio

nFi

nish

AnchorBolt

Dia.(in)

Dia.(in)

Nails115%

Bolts115%

Nails115%

Bolts115%

Uplift1

Bearing100%

Post

PA44

PA44E

PAU44

4 x 4

18

18

12

16

1612 ABU44

--

-- 3-9/16 2-1/4 3-1/2 --

-- --

2 1/2

--

1 5/8 12 16d3-9/16 5-7/16 3

1 1/2 8 16d

3-9/16 3-1/2 3-1/2 1

4 x 4 Rough

4 x 6

4 x 6 Rough

6 x 6

1/2 6 16d

PA44R --

PA46 --

PA46E ABA46

18

14

12

10

12

12

18 12

18 12

3-1/2

14

PAU66 ABU66

PA66R --

PA66ER-TZ ABA66R

PAU46 ABU46

PA46R --

PA66 --

PA66E ABA66

18

18

10

12

12

10 12

18 12

--

1 1/2 14 16d -- --

1 1/2 12 16d --

--

1 5/8 12 16d 2 1/2

1 5/8 8 16d --

--

1 1/2 16 16d -- --

1 1/2 14 16d --

16dHDG

-- --

1 1/2 16 16d --

--

1 5/8 12 16d 2 1/2

1 5/8 8 16d --

5-1/2

5-1/25-1/2

5-1/2 6 5

5-1/2

2-1/2

2-1/4

3-1/2

4

5-1/2

5-1/2

6 5

63-1/2

2-7/8

4-1/16

3-9/16

3-9/16

3-9/16

4-1/16

1 5/8 1216d HDG

-- -- PAU66R-TZ ABU66RZ

6 x 6 Rough

3-1/4

3-1/4

6-1/16 6-1/16

5-1/26

10 12 6-1/16 5-3/4 5

--

1 5/8 8

Typical PA44E installation PAU cross-sectionTypical PA installation

PAU 2-sided design

PA 2-sided design

PAE 4-sided design

Base

Washer

Stand-off plate

WL

2-3/4"

2"

W WL

L

H

HH





68

Caps

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ases

Copyright © 2018 M


PA / PAE / PAU Post Anchors

Allows height adjustments of post after installation. A maximum height adjustment of 4" can be achieved with this product. Adjustments may be required if original installation is not exact, if there is a greater slope on a deck than estimated, or if there is heaving or sinking of the post beyond the initial installation. Embed in concrete a minimum of 6". Useful for reducing moisture damage.

Materials: 16 gauge tube; 12 gauge steel U-bracketFinish: Hot-dip galvanized

Installation:• Use all specified fasteners. See Product Notes, page 19.• Not recommended for fence posts or other unrestrained (not

fixed or fastened at top) applications. These anchors are not designed to resist overturning (moment) loads

APBTypical APB installation

W L H1 H2 Qty Qty Type3 UnitLbs 7465 1490 975 1495 6400 1280 835 1285kN 33.21 6.63 4.34 6.65 28.47 5.69 3.71 5.72Lbs 7465 1490 975 1495 6400 1280 835 1285kN 33.21 6.63 4.34 6.65 28.47 5.69 3.71 5.72

1) Factored resistances have been increased 15% for short-term loads such as wind and earthquake; reduce for other load durations in accordance with the code. 2) Concrete compressive strength shall be 2,500 psi or greater at 28 days. 3) NAILS: 16d HDG nails are 0.162" dia. x 3-1/2" long and hot-dip galvanized per ASTM A 153.

6-3/4

1 7/8 416dHDG

1 7/8 416dHDG

16

3-1/2

5-1/2

3-3/8 2-5/8

5-3/8 2-7/86 x 6

APB44

APB66

--

--

MiTekStock

No.


Ga.

4 x 4 16 6-3/4

PostSize

Ref. No.

Dia. (in) Co

rros

ion

Fini

sh

AnchorBolt

Post

Bearing100%

Uplift115%

F1115%

F2115%

Bearing100%

Uplift115%

F1115%

F2115%

DF

Factored Resistance1,2

S-P-F


Ref. No. Base W H L Qty Qty Type UnitLbs 39255 5175 29685 4525kN 174.61 23.02 132.05 20.13Lbs 39255 5175 29685 4525kN 174.61 23.02 132.05 20.13Lbs 42710 2495 32265 2435kN 189.98 11.10 143.52 10.83Lbs 42710 2495 32265 2435kN 189.98 11.10 143.52 10.83Lbs 100910 1975 76235 1890kN 448.87 8.79 339.11 8.41Lbs 100910 1975 76235 1890kN 448.87 8.79 339.11 8.41

1) Factored resistances have been increased 15% for short-term loads such as wind and earthquake; reduce for other load durations in accordance with the code. 2) NAILS: 16d nails are 0.162" dia. x 3-1/2" long. New products or updated product information are designated in blue font.

2 1 18 16d 12 x 12 Rough

PAU1212R -- 12 16 12-1/8 6-7/8 12-1/8

16d 12 x 12 PAU1212 ABU1212 12 16 11-1/2 6-7/8 11-1/2 2 1 18

2 1 14 16d 10 x 10 Rough

PAU1010R -- 12 16 10-1/16 7-3/16 10

16d 10 x 10 PAU1010 ABU1010 12 16 9-1/2 7-3/16 9-1/2 2 1 14

2 5/8 14 16d 8 x 8 Rough

PAU88R ABU88R 12 12 8-1/16 6-15/16 7-1/16

16d 8 x 8 PAU88 ABU88 12 12 7-1/2 7-3/16 7-1/16 2 5/8 14



Corr

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AnchorBolt

Post/Column

Size

Stand-off

PlateBearing100%

Steel Gauge Dimensions (in) Fastener Schedule2

Post

Bearing100%

MiTekStock No.

Dia.(in)

Uplift1

115%Uplift1

115%

Caps & Bases







6-3/8"

H1

LW

H2

APB Height Adjustable Post Bases

PAU88W

L

H

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EBG / EPB / EPBH Elevated Post Bases

Caps & Bases

These post bases allow installers to pre-align posts and preset post heights above concrete floors or footings. By eliminating post-to-concrete contact, moisture damage is reduced. Elevated post bases are ideal for building carports, decks or porches. All series feature convenient nail fastening to post.

Materials: EPB – 14 gauge tube; 12 gauge steel U-bracket EBG44 – 16 gauge tube; 16 gauge steel U-bracket EPBH – 12 gauge steel U-bracket Stem – 15 mm rebarFinish: EPB – Primer; EBG44-TZ – G-185 galvanizing, EPBH–Hot-dip galvanizedOptions: See chart for Corrosion Finish OptionsCodes: Load values are derived from data submitted to various North American building code evaluators.

Installation:• Use all specified fasteners. See Product Notes, page 19. • Not recommended for fence post or other fixed

post applications. These anchors are not designed to resist overturning (moment) loads.

Ref. No. W L H1 H2 Qty Type UnitLbs 3985 1740 3685 3785 3415 1490 3160 3245

kN 17.73 7.74 16.39 16.84 15.19 6.63 14.06 14.43

Lbs 7025 1830 1720 1485 6020 1570 1475 1275

kN 31.25 8.14 7.65 6.61 26.78 6.98 6.56 5.67

Lbs 4890 1830 3575 3455 4190 1570 3065 2965

kN 21.75 8.14 15.90 15.37 18.64 6.98 13.63 13.19

Lbs 4890 1830 3575 3455 4190 1570 3065 2965

kN 21.75 8.14 15.90 15.37 18.64 6.98 13.63 13.19

Lbs 7025 1830 1720 1485 6020 1570 1475 1275

kN 31.25 8.14 7.65 6.61 26.78 6.98 6.56 5.67

Lbs 7490 2455 3575 3455 6420 2105 3065 2965

kN 33.32 10.92 15.90 15.37 28.56 9.36 13.63 13.19

Lbs 7025 1830 1720 1485 6020 1570 1475 1275

kN 31.25 8.14 7.65 6.61 26.78 6.98 6.56 5.67

Lbs 7025 1830 1720 1485 6020 1570 1475 1275

kN 31.25 8.14 7.65 6.61 26.78 6.98 6.56 5.67

Lbs -- -- -- -- -- -- -- --

kN -- -- -- -- -- -- -- --

1) Factored lateral resistances (F1 and F2) are for conditions where pipe extends no more than 1" above the concrete surface. 2) Factored uplift and lateral resistances have taken short-term load duration factor 115% into consideration, no further increase is allowed. 3) NAILS: 16d nails are 0.162" dia. x 3-1/2" long. New products or updated product information are designated in blue font.

3-1/2 7 4 16d HDG 8 x 8 EPBH88 RCPS7.5HDG 7-3/8 7-9/16

F1115%1,2

F2115%1,2

Uplift115%2

F1115%1,2

F2115%1,2

Download100%

Uplift115%2

4

16d HDG

16d HDG

16d HDG

16d HDG

4

4

4

16d

Corr

osio

nFi

nish

S-P-F Wood ConnectionFactored Resistance

3

7

7

D Fir-L Wood ConnectionFactored Resistance


16d

3 3 8 8

5 3

Download100%

6-1/8 5-3/8 7

73

3 RCPS6HDG

PostSize

MiTekStock No.

4 x 6 Rough

6 x 6 Rough

EPBH44

EPBH46R

EPBH66

EPBH66R

4 x 6

EPB44, EPB44-12

EPB46, EPB46-12

EPB44PHDG, RCPS3.5HDG

3-3/8

3-9/16

2-3/4

5-9/16

RCPS5.5HDG 5-1/2 5-3/8

5-3/8

3-9/16

EPB4408

EPB4608

EPB6608

EBG44-TZ

EPB66, EPB66-12

RCPS46HDG 4-1/8

3-1/2

8 12

4 x 4

6 x 6

16d HDG2-3/4 2-3/8

3-3/16

7-1/2 8

5 8 12 16d

EPB44A

3-9/16

EBG44-TZ

Typical EBG44-TZ installation

Typical EPB installation




EPB

W

H1

L

H2

EPBH

Typical EPBH installation

W L

H2

H1

W L

H1

H2

1" max. elevation

1.5 x H2 (typical for all edges)

F1

F1

F2

F2

Uplift

Download

F1

F1

F2

F2

Uplift

Download

F1

F1

F2

F2

Uplift

Download

70

Caps

& B

ases

Copyright © 2018 M





Ref. No. Base Strap W1 W2 H1 H2 2 L Qty Type UnitLbs 1750 1415 1470 1505 1215 1265kN 7.78 6.29 6.54 6.69 5.40 5.63Lbs 1780 1135 1270 1530 975 1090kN 7.92 5.05 5.65 6.81 4.34 4.85Lbs 9755 3235 1750 1620 8390 2780 1505 1395kN 43.39 14.39 7.78 7.21 37.32 12.37 6.69 6.21Lbs 9755 3235 1760 1620 8390 2780 1515 1395kN 43.39 14.39 7.83 7.21 37.32 12.37 6.74 6.21Lbs 1750 1470 1415 1505 1265 1215kN 7.78 6.54 6.29 6.69 5.63 5.40Lbs 1750 1415 1470 1505 1215 1265kN 7.78 6.29 6.54 6.69 5.40 5.63Lbs 1780 1135 1270 1530 975 1090kN 7.92 5.05 5.65 6.81 4.34 4.85Lbs 19895 3235 1750 1620 17110 2780 1505 1395kN 88.50 14.39 7.78 7.21 76.11 12.37 6.69 6.21Lbs 19895 3235 1850 1620 17110 2780 1590 1395kN 88.50 14.39 8.23 7.21 76.11 12.37 7.07 6.21Lbs 1750 1470 1415 1505 1265 1215kN 7.78 6.54 6.29 6.69 5.63 5.40Lbs 2615 2790 2250 2400kN 11.63 12.41 10.01 10.68Lbs 23045 3420 2615 1915 19820 2940 2250 1645kN 102.51 15.21 11.63 8.52 88.17 13.08 10.01 7.32Lbs 23045 4530 2695 1915 19820 3895 2320 1645kN 102.51 20.15 11.99 8.52 88.17 17.33 10.32 7.32Lbs 2615 2790 2250 2400kN 11.63 12.41 10.01 10.68

1) Factored resistances have been increased 15% for short-term loads such as wind and earthquake; reduce for other load durations in accordance with the code. 2) H2 is mimimum embedment length of anchor into concrete. 3) Minimum concrete compressive strength shall be 2,500 psi at 28 days. 4) Factored resistances are based on the use of either nails or bolts; nail and bolt values cannot be combined. 5) NAILS: 16d nails are 0.162" dia. x 3-1/2" long.

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-- --

--

--

--

--

--

--

--

--

--

--

5-1/2 5-1/2 6-3/4 5 2-1/4

6 -- 5 3-5/8 5-3/8 12 16d

2 1/2

12 16d PB66

PBS66

PB66R

4-3/4 3-3/8 3-1/4

16 14

12 12

3-9/16 3-1/2 6-3/4

12 12

12 12

12 12

12 14

12 12

3-1/2

6 x 6

6 x 6 Rough

WE44

WAS44

WE44R

WE46

WAS46

WE46R

WE66

WAS66

WE66R

4 x 6 Rough

--

2-1/4

14 16d

2 1/2

12 12 3-1/2 --

12 16d

14 16d

2 1/2

12

12 16d5-1/2 -- 4-3/4 3-3/8 3-1/4

4 x 6

Uplift115%1

F1 115%1

4 -- 5 3-5/8 3-3/8

PB44

PBS44A

PB44R

PB46

PBS46

Uplift115%1

F1 115%1

F2115%1

Download100%

Download100%

--

--

3-9/16 5-1/2 6-3/4 3-1/2

PostSize

MiTekStock No.

16d

12 16d

2 1/2

F2115%1

S-P-F Factored Resistance3,4

4 x 4

4 x 4 Rough

--

--

14 16d

2 1/2

Steel Gauge Dimensions (in) Fastener Schedule5

DF Factored Resistance3,4

Corr

osio

nFi

nish

12 12

2-1/4

6 -- 5 3-5/8 3-3/8

5-1/2 -- 5 3-5/8 5-3/8

--

--

WAS / WE Wet Post Anchors

Caps & Bases

WAS – A formed base providing a 1" stand-off with high bearing capacity.

WE – A formed, one-piece design. Includes embossing for additional lateral strength.

Materials: See chartFinish: G90 galvanizingOptions: See chart for Corrosion Finish OptionsCodes: Load values are derived from data submitted to various North American building code evaluators.

Installation:• Use all specified fasteners. See Product Notes, page 19.• Insert into wet concrete after the pour. For the WE, embed the

anchor so that the base plate is flush with the surface of the concrete. For the WAS, embed the anchor until the concrete surface meets the bottom edge of the stand off base legs. This will provide a 1" stand-off where required. A 2" minimum edge distance is required to achieve factored resistance.

• Not recommended for fence posts or other unrestrained (not fixed or fastened at top) applications. These anchors are not designed to resist overturning (moment) loads.

Typical WAS installation

Typical WE installation

WAS WE

W1L

H1

H2

H1

H2

W2

L W1

11-3/16"

1"

1" Stand-off plate

Min edge distance = 1.5 x H2

Min edge distance = 1.5 x H2

F1

F1

Uplift

Download

F1

F1

F2

F2

Uplift

Download

71

Caps & Bases

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KCBQ Column Bases

Typical KCBQ66 installation

KCBQ66

High capacity column base fastens to column with WS wood screws.

Materials: See chartFinish: G90 galvanizingOptions: KCBQ models available in rough/full sizes See chart for Corrosion Finish OptionsCodes: Load values are derived from data submitted to various North American building code evaluators.

Installation:• Use all specified fasteners. See Product Notes, page 19.• WS2 Wood Screws, 1/4" dia. x 2" long, are supplied with

KCBQ Column Bases.• Not recommended for fence posts or other unrestrained

(not fixed or fastened at top) applications. These bases are not designed to resist overturning (moment) loads.

• All models require a minimum edge distance of 3".• Embed column base with bottom of base plate flush to concrete.

Ref. No. W1 W24 H L Qty Type Lbs kN Lbs kN

4 x 4 KCBQ44 CB44, CBQ44-SDS2

10 3-9/16 3-1/2 8-3/4 2-1/4 14 WS2 14345 63.81 10605 47.17


10 3-9/16 5-1/2 8-3/4 2-1/4 14 WS2 14345 63.81 10605 47.17

4 x 8 KCBQ48 CB48 10 3-9/16 7-1/2 8-3/4 2-1/4 14 WS2 14345 63.81 10605 47.17 6 x 4 KCBQ64 -- 10 5-1/2 3-1/2 8-3/4 2-1/4 14 WS2 14345 63.81 10605 47.17


10 5-1/2 5-1/2 8-3/4 2-1/4 14 WS2 14345 63.81 10605 47.17

6 x 8 KCBQ68 CB68 10 5-1/2 7-1/2 8-3/4 2-1/4 14 WS2 14345 63.81 10605 47.17 7-1/8 x 3-1/2 KCBQ71-4 CB71/8-4 10 7-1/8 3-1/2 8-3/4 2-1/4 14 WS2 14345 63.81 10605 47.17 7-1/8 x 5-1/2 KCBQ71-6 CB71/8-6 10 7-1/8 5-1/2 8-3/4 2-1/4 14 WS2 14345 63.81 10605 47.17 7-1/8 x 7-1/8 KCBQ71-7 CB71/8-7 10 7-1/8 7-1/8 8-3/4 2-1/4 14 WS2 14345 63.81 10605 47.17 8 x 6 KCBQ86 CB86 10 7-1/2 5-1/2 8-3/4 2-1/4 14 WS2 14345 63.81 10605 47.17 8 x 8 KCBQ88 CB88 10 7-1/2 7-1/2 8-3/4 2-1/4 14 WS2 14345 63.81 10605 47.17 10 x 10 KCBQ1010 CB1010 10 9-1/2 9-1/2 8-3/4 2-1/4 14 WS2 14345 63.81 10605 47.17 10 x 12 KCBQ1012 CB1012 10 9-1/2 11-1/2 8-3/4 2-1/4 14 WS2 14345 63.81 10605 47.17 12 x 12 KCBQ1212 CB1212 10 11-1/2 11-1/2 8-3/4 2-1/4 14 WS2 14345 63.81 10605 47.17

5-1/8 glulam

KCBQ5 CB5-4.5, CB5-6

10 5-1/4 Specify 8-3/4 2-1/4 14 WS2 14345 63.81 10605 47.17

6-3/4 glulam

KCBQ7 CB7-6, CB7-7.5, CB7-9, CB7-10.5

10 6-7/8 Specify 8-3/4 2-1/4 14 WS2 14345 63.81 10605 47.17

8-3/4 glulam

KCBQ9 CB9-6, CB9-7.5, CB9-9, CB9-10.5

10 8-7/8 Specify 8-3/4 2-1/4 14 WS2 14345 63.81 10605 47.17

1) Factored resistances have been increased 15% for short-term loads such as wind and earthquake; reduce for other load durations in accordance with the code. 2) Concrete compressive strength shall be 2,500 psi or greater at 28 days. 3) WS2 Wood Screws are 1/4" x 2" long and are included with KCBQ Column Bases. 4) "Specify" denotes the required width that must be specified at the time of ordering.

Glulam Sizes

DF


S-P-F

Factored Resistance2Fastener

Schedule3Dimensions (in)

Corr

osio

nFi

nishColumn

SizeMiTek

Stock No.

Uplift (115%)1 Uplift (115%)1

Steel Gauge

Caps & Bases




3" min.edge

distance

Uplift

W2

8"

H

L

W1

72

Caps

& B

ases

Copyright © 2018 M


CBSQ Column Bases

These column bases install using WS2-EXT Wood Screws, reducing installation time and cost. Designed for high uplift in high wind or seismic applications. Includes a stand-off plate to protect the wood from ground contact moisture.

Materials: See chartFinish: G-185 galvanizingOptions: See chart for Corrosion Finish Options

Installation:• Use all specified fasteners. See Product Notes, page 19.• WS2-EXT Wood Screws, 1/4" dia. x 2" long, are supplied with CBSQ Bases.• Maintain 3" minimum edge distance between embedded tube and edge of concrete.• Embed the column base until the concrete surface meets the bottom edge

of the stand-off plate.• Not recommended for fence posts or other unrestrained (not fixed

or fastened at top) applications. These bases are not designed to resist overturning (moment) loads.

Typical CBSQ44-TZ installation

Ref. No. Strap Base W1 W2 H L Qty Type UnitLbs 9725 9895 8365 8510kN 43.26 44.02 37.21 37.86Lbs 19895 9895 17110 8510kN 88.50 44.02 76.11 37.86Lbs 23045 9895 19820 8510kN 102.51 44.02 88.17 37.86

1) Factored uplift resistances have been increased 15% for short-term loads such as wind and earthquake; reduce for other load durations in accordance with the code. 2) WS2-EXT Wood Screws are 1/4" x 2" and are included with CBSQ Column Bases. 3) Concrete compressive strength shall be 2,500 psi or greater at 28 days.

Corr

osio

nFi

nishColumn

SizeMiTek

Stock No.

Fastener

Schedule2Steel

GaugeDF Factored

Resistance3

S-P-F Factored

Resistance3Dimensions (in)

Bearing100%

Uplift

115%1Bearing 100%

Uplift

115%1

WS2-EXT

WS2-EXT

WS2-EXT

14

14

14

16

10 12

10 12

CBSQ44-SDS2

CBSQ46-SDS2

CBSQ66-SDS2

2-1/4

8-3/4 2-1/4

8-3/45-1/2 5-7/16 3

3-9/16

3-9/16 5-7/16

3-1/2 8-3/4104 x 4

4 x 6

6 x 6

CBSQ44-TZ

CBSQ46-TZ

CBSQ66-TZCorrosion Finish Stainless Steel Gold Coat HDG Triple Zinc



CBSQ46-TZ

Uplift

3" min. edge distance

1" standoff

Bearing

Caps & Bases

L

W2

W1

7-3/16"

H

1"

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CBE Column Bases

12 gauge base for carports, patios, or other residential framing.

Materials: 12 gaugeFinish: G90 galvanizingCodes: Load values are derived from data submitted to various North American building code evaluators.

Installation:• Use all specified fasteners. See Product Notes, page 19.• Not recommended for fence posts or other unrestrained

(not fixed or fastened at top) applications. These bases are not designed to resist overturning (moment) loads.

• Bolted models feature diamond holes for temporary nail fastening to facilitate drilling and bolting.

• Embed column base with bottom of base plate flush to concrete.

Ref. No. W1 W2 H L Embedment 5 Qty Type Lbs kN Lbs kN2 1/2 6305 28.05 5420 24.1112 16d 4060 18.06 3490 15.522 1/2 6295 28.00 5415 24.0912 16d 4060 18.06 3490 15.522 1/2 6280 27.93 5400 24.0212 16d 4060 18.06 3490 15.52

1) Factored resistances have been increased 15% for short-term loads such as wind and earthquake; reduce for other load durations in accordance with the code. 2) All bolts shall meet or exceed the specifications of ASTM A 307. 3) Concrete compressive strength shall be 2,500 psi or greater at 28 days. 4) Factored resistances are based on the use of either nails or bolts; nail and bolt values cannot be combined. 5) CBE column base shall be embedded into concrete up to this depth. 6) NAILS: 16d nails are 0.162" dia. x 3-1/2" long. New products or updated product information are designated in blue font.

6-1/2

6-1/2

6-1/2



Fastener

Schedule2,6Dimensions (in)

2

25-1/2 5-1/2 7-1/2

7-1/23-9/16 5-1/2

Column Size

MiTekStock No.

Uplift (115%)1,3,4 Uplift (115%)1,3,4

Steel Gauge

4 x 4 3-9/16 3-1/2 7-1/2 2 CBE44 LCB44 12

6 x 6 CBE66 LCB66 12

4 x 6 CBE46 LCB46 12

Caps & Bases

Typical CBEinstallation

CBE

1.5 x embedment (typical for all edges)

Uplift

3-3/16"

H

embedment

W1

W2

L

74

Caps

& B

ases

Copyright © 2018 M





Secures nominal sized posts to wood surfaces for light-duty applications.

Materials: See chartFinish: G90 galvanizing; D44-TZ & D46R-TZ - G-185 galvanizing; RSCH – Hot-dip galvanizedOptions: See chart for Corrosion Finish OptionsCodes: Load values are derived from data submitted to various North American building code evaluators.

Installation:• Use all specified fasteners. See Product Notes, page 19.• Not recommended for fence posts or other unrestrained

(not fixed or fastened at top) applications. These anchors are not designed to resist overturning (moment) loads.

• While D series post anchors offer some lateral and uplift resistance, they are not recommended as a primary means of anchorage for posts in railings.

D RSCH

D / RSCH Post Anchors

Ref. No. W H L Qty Nails Qty Nails UnitLbs 1345 1920 2065 955 1365 1465kN 5.98 8.54 9.19 4.25 6.07 6.52LbskNLbs 1345 1920 2065 955 1365 1465kN 5.98 8.54 9.19 4.25 6.07 6.52Lbs 1345 1920 2065 955 1365 1465kN 5.98 8.54 9.19 4.25 6.07 6.52Lbs 1345 1920 2065 955 1365 1465kN 5.98 8.54 9.19 4.25 6.07 6.52Lbs 1345 1920 2065 955 1365 1465kN 5.98 8.54 9.19 4.25 6.07 6.52LbskNLbs 1345 1920 2065 955 1365 1465kN 5.98 8.54 9.19 4.25 6.07 6.52Lbs 1345 1920 2065 955 1365 1465kN 5.98 8.54 9.19 4.25 6.07 6.52

1) Factored resistances have been increased 15% for short-term loads such as wind and earthquake; reduce for other load durations in accordance with the code. 2) NAILS: 16d nails are 0.162" dia. x 3-1/2" long.

-- -- -- -- -- --

Corr

osio

nFi

nishMiTek

Stock No.Steel

Gauge

Dimensions (in)

PostSize

Post

Fastener Schedule2

Beam

3-3/8 816d HDG

416d HDG

D44-TZ BC40, BC40Z

18 3-9/16 2-1/2

DF


S-P-F


Uplift115%

F1115%

F2115%

Uplift115%

F1115%

F2115%

6 x 6 Rough

8 x 8

RSCH44

D44R

D46

D46R-TZ

D66

RSCH66

D66R

D88

4 x 4

4 x 4 Rough

4 x 6

4 x 6 Rough

6 x 6

3-9/16

4 3

2-5/8 3-3/8

3-3/4

--

BC60R

BC80

12

18

18

18

18

12

18

18

--

BC40R

BC460

--

BC60

6 3

3

5-1/2

5-9/16 2-7/8

8 16d

16dHDG

16d

1016d HDG

7-1/2

3-9/16 3

3

3

4

7-3/8

5-3/8

5-3/8

5-3/8

5-3/8

5-3/8

12 16d 5 16d

10

4 16d

416dHDG

-- -- -- -- -- -- ----

5 16d

4 -- --

10 16d 5 16d

516d HDG

10 16d 5 16d

Typical D installation

Caps & Bases

H

W

L

F1

F1

F2

F2

Uplift

75

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EPCM / PCM Post Caps

PCM – Provides a positive connection for medium-duty, post-to-beam applications.

EPCM – End column caps.


Installation:• Use all specified fasteners. See Product Notes, page 19.• PCM 16 gauge post caps should not be substituted for PCM 12

gauge post caps unless approved by the Engineer of Record.

Qty Type Qty Type PCM_16 PC_16 16 8 16d 12 16d PCM PC 12 8 16d 12 16d EPCM_16 EPC_16 16 8 16d 8 16d EPCM EPC 12 8 16d 8 16d

1) NAILS: 16d nails are 0.162" dia. x 3-1/2" long.

Ref. No. Beam Post W1 W2 H1 L1 L2 Uplift F1 F2 Uplift F1 F2 Uplift F1 F2 Uplift F1 F2

PCM4416 PC44-16 4x 4x 3-9/16 3-9/16 3-9/16 2-7/16 11 1140 1345 1530 5.07 5.98 6.81 960 1130 1285 4.27 5.03 5.72 PCM44 PC44 4x 4x 3-9/16 3-9/16 3-9/16 2-7/16 11 1965 1600 1915 8.74 7.12 8.52 1650 1345 1610 7.34 5.98 7.16 PCM46 PC46 4x 6x 3-9/16 5-9/16 3-9/16 2-7/16 13 1965 1600 1915 8.74 7.12 8.52 1650 1345 1610 7.34 5.98 7.16 PCM4616 PC46-16 4x 6x 3-9/16 5-9/16 3-9/16 2-7/16 13 1140 1345 1530 5.07 5.98 6.81 960 1130 1285 4.27 5.03 5.72 PCM4816 PC48-16 4x 8x 3-9/16 7-9/16 3-9/16 2-7/16 15 1140 1345 1530 5.07 5.98 6.81 960 1130 1285 4.27 5.03 5.72 PCM48 PC48 4x 8x 3-9/16 7-9/16 3-9/16 2-7/16 15 1965 1600 1915 8.74 7.12 8.52 1650 1345 1610 7.34 5.98 7.16 PCM6416 PC64-16 6x 4x 5-1/2 3-9/16 3-1/2 3-13/16 11 1160 1825 1825 5.16 8.12 8.12 975 1535 1535 4.34 6.83 6.83 PCM64 PC64 6x 4x 5-1/2 3-9/16 3-1/2 3-13/16 11 1860 2190 1970 8.27 9.74 8.76 1560 1840 1655 6.94 8.19 7.36 PCM6616 PC66-16 6x 6x 5-1/2 5-9/16 3-1/2 3-13/16 13 1160 1825 1825 5.16 8.12 8.12 975 1535 1535 4.34 6.83 6.83 PCM66 PC66 6x 6x 5-1/2 5-9/16 3-1/2 3-13/16 13 1860 2190 1970 8.27 9.74 8.76 1560 1840 1655 6.94 8.19 7.36 PCM6816 -- 6x 8x 5-1/2 7-9/16 3-1/2 3-13/16 15 1160 1825 1825 5.16 8.12 8.12 975 1535 1535 4.34 6.83 6.83 PCM68 PC68 6x 8x 5-1/2 7-9/16 3-1/2 3-13/16 15 1860 2190 1970 8.27 9.74 8.76 1560 1840 1655 6.94 8.19 7.36 PCM77 -- 7-1/8 7-1/8 7-1/8 7-1/8 3-11/16 5-5/8 14-9/16 1860 2190 1970 8.27 9.74 8.76 1560 1840 1655 6.94 8.19 7.36 PCM8416 -- 8x 4x 7-1/2 3-9/16 3-1/2 5-5/8 11 1160 1825 1825 5.16 8.12 8.12 975 1535 1535 4.34 6.83 6.83 PCM84 PC84 8x 4x 7-1/2 3-9/16 3-1/2 5-5/8 11 1860 2190 1970 8.27 9.74 8.76 1560 1840 1655 6.94 8.19 7.36 PCM8616 -- 8x 6x 7-1/2 5-9/16 3-3/8 5-5/8 13 1160 1825 1825 5.16 8.12 8.12 975 1535 1535 4.34 6.83 6.83 PCM86 PC86 8x 6x 7-1/2 5-9/16 3-1/2 5-5/8 13 1860 2190 1970 8.27 9.74 8.76 1560 1840 1655 6.94 8.19 7.36 PCM8816 -- 8x 8x 7-1/2 7-9/16 3-1/2 5-5/8 15 1160 1825 1825 5.16 8.12 8.12 975 1535 1535 4.34 6.83 6.83 PCM88 PC88 8x 8x 7-1/2 7-9/16 3-1/2 5-5/8 15 1860 2190 1970 8.27 9.74 8.76 1560 1840 1655 6.94 8.19 7.36

EPCM4416 EPC44-16 4x 4x 3-9/16 3-9/16 3-9/16 2-7/16 7-1/4 1140 1345 1530 5.07 5.98 6.81 960 1130 1285 4.27 5.03 5.72 EPCM44 EPC44 4x 4x 3-9/16 3-9/16 3-9/16 2-7/16 7-1/4 1965 1600 1915 8.74 7.12 8.52 1650 1345 1610 7.34 5.98 7.16 EPCM46 EPC46 4x 6x 3-9/16 5-9/16 3-9/16 2-7/16 9-1/4 1965 1600 1915 8.74 7.12 8.52 1650 1345 1610 7.34 5.98 7.16 EPCM4616 EPC46-16 4x 6x 3-9/16 5-9/16 3-9/16 2-7/16 9-1/4 1140 1345 1530 5.07 5.98 6.81 960 1130 1285 4.27 5.03 5.72 EPCM4816 EPC48-16 4x 8x 3-9/16 7-9/16 3-9/16 2-7/16 11-1/4 1140 1345 1530 5.07 5.98 6.81 960 1130 1285 4.27 5.03 5.72 EPCM48 EPC48 4x 8x 3-9/16 7-9/16 3-9/16 2-7/16 11-1/4 1965 1600 1915 8.74 7.12 8.52 1650 1345 1610 7.34 5.98 7.16 EPCM6416 EPC64-16 6x 4x 5-1/2 3-9/16 3-1/2 3-13/16 7-1/4 1160 1825 1825 5.16 8.12 8.12 975 1535 1535 4.34 6.83 6.83 EPCM64 EPC64 6x 4x 5-1/2 3-9/16 3-1/2 3-13/16 7-1/4 1860 1970 1970 8.27 8.76 8.76 1560 1655 1655 6.94 7.36 7.36 EPCM6616 EPC66-16 6x 6x 5-1/2 5-9/16 3-1/2 3-13/16 9-1/4 1160 1825 1825 5.16 8.12 8.12 975 1535 1535 4.34 6.83 6.83 EPCM66 EPC66 6x 6x 5-1/2 5-9/16 3-1/2 3-13/16 9-1/4 1860 1970 1970 8.27 8.76 8.76 1560 1655 1655 6.94 7.36 7.36 EPCM6816 -- -- 6x 8x 5-1/2 7-9/16 3-1/2 3-13/16 11-1/4 1160 1825 1825 5.16 8.12 8.12 975 1535 1535 4.34 6.83 6.83 EPCM68 EPC68 6x 8x 5-1/2 7-9/16 3-1/2 3-13/16 11-1/4 1860 1970 1970 8.27 8.76 8.76 1560 1655 1655 6.94 7.36 7.36 EPCM77 -- 7-1/8 7-1/8 7-1/8 7-1/8 3-11/16 5-5/8 10-13/16 1860 1970 1970 8.27 8.76 8.76 1560 1655 1655 6.94 7.36 7.36 EPCM8416 -- 8x 4x 7-1/2 3-9/16 3-1/2 5-5/8 7-1/4 1160 1825 1825 5.16 8.12 8.12 975 1535 1535 4.34 6.83 6.83 EPCM84 EPC84 8x 4x 7-1/2 3-9/16 3-1/2 5-5/8 7-1/4 1860 1970 1970 8.27 8.76 8.76 1560 1655 1655 6.94 7.36 7.36 EPCM8616 -- 8x 6x 7-1/2 5-9/16 3-3/8 5-5/8 9-1/4 1160 1825 1825 5.16 8.12 8.12 975 1535 1535 4.34 6.83 6.83 EPCM86 EPC86 8x 6x 7-1/2 5-9/16 3-1/2 5-5/8 9-1/4 1860 1970 1970 8.27 8.76 8.76 1560 1655 1655 6.94 7.36 7.36 EPCM8816 -- 8x 8x 7-1/2 7-9/16 3-1/2 5-5/8 11-1/4 1160 1825 1825 5.16 8.12 8.12 975 1535 1535 4.34 6.83 6.83 EPCM88 EPC88 8x 8x 7-1/2 7-9/16 3-1/2 5-5/8 11-1/4 1860 1970 1970 8.27 8.76 8.76 1560 1655 1655 6.94 7.36 7.36


End Column Caps

Centre Column Caps

Fastener Schedule1

Steel Gauge

MiTekSeries

Post

kN Lbs kN

Beam

MiTekStock No.

Lbs

Ref. Series

DFFactored Resistance (115%)1

S-P-FFactored Resistance (115%)1Dimensions (in)

Corr

osio

nFi

nish

Qty Type Qty Type PCM_16 PC_16 16 8 16d 12 16d PCM PC 12 8 16d 12 16d EPCM_16 EPC_16 16 8 16d 8 16d EPCM EPC 12 8 16d 8 16d


Ref. No. Beam Post W1 W2 H1 L1 L2 Uplift F1 F2 Uplift F1 F2 Uplift F1 F2 Uplift F1 F2

PCM4416 PC44-16 4x 4x 3-9/16 3-9/16 3-9/16 2-7/16 11 1140 1345 1530 5.07 5.98 6.81 960 1130 1285 4.27 5.03 5.72 PCM44 PC44 4x 4x 3-9/16 3-9/16 3-9/16 2-7/16 11 1965 1600 1915 8.74 7.12 8.52 1650 1345 1610 7.34 5.98 7.16 PCM46 PC46 4x 6x 3-9/16 5-9/16 3-9/16 2-7/16 13 1965 1600 1915 8.74 7.12 8.52 1650 1345 1610 7.34 5.98 7.16 PCM4616 PC46-16 4x 6x 3-9/16 5-9/16 3-9/16 2-7/16 13 1140 1345 1530 5.07 5.98 6.81 960 1130 1285 4.27 5.03 5.72 PCM4816 PC48-16 4x 8x 3-9/16 7-9/16 3-9/16 2-7/16 15 1140 1345 1530 5.07 5.98 6.81 960 1130 1285 4.27 5.03 5.72 PCM48 PC48 4x 8x 3-9/16 7-9/16 3-9/16 2-7/16 15 1965 1600 1915 8.74 7.12 8.52 1650 1345 1610 7.34 5.98 7.16 PCM6416 PC64-16 6x 4x 5-1/2 3-9/16 3-1/2 3-13/16 11 1160 1825 1825 5.16 8.12 8.12 975 1535 1535 4.34 6.83 6.83 PCM64 PC64 6x 4x 5-1/2 3-9/16 3-1/2 3-13/16 11 1860 2190 1970 8.27 9.74 8.76 1560 1840 1655 6.94 8.19 7.36 PCM6616 PC66-16 6x 6x 5-1/2 5-9/16 3-1/2 3-13/16 13 1160 1825 1825 5.16 8.12 8.12 975 1535 1535 4.34 6.83 6.83 PCM66 PC66 6x 6x 5-1/2 5-9/16 3-1/2 3-13/16 13 1860 2190 1970 8.27 9.74 8.76 1560 1840 1655 6.94 8.19 7.36 PCM6816 -- 6x 8x 5-1/2 7-9/16 3-1/2 3-13/16 15 1160 1825 1825 5.16 8.12 8.12 975 1535 1535 4.34 6.83 6.83 PCM68 PC68 6x 8x 5-1/2 7-9/16 3-1/2 3-13/16 15 1860 2190 1970 8.27 9.74 8.76 1560 1840 1655 6.94 8.19 7.36 PCM77 -- 7-1/8 7-1/8 7-1/8 7-1/8 3-11/16 5-5/8 14-9/16 1860 2190 1970 8.27 9.74 8.76 1560 1840 1655 6.94 8.19 7.36 PCM8416 -- 8x 4x 7-1/2 3-9/16 3-1/2 5-5/8 11 1160 1825 1825 5.16 8.12 8.12 975 1535 1535 4.34 6.83 6.83 PCM84 PC84 8x 4x 7-1/2 3-9/16 3-1/2 5-5/8 11 1860 2190 1970 8.27 9.74 8.76 1560 1840 1655 6.94 8.19 7.36 PCM8616 -- 8x 6x 7-1/2 5-9/16 3-3/8 5-5/8 13 1160 1825 1825 5.16 8.12 8.12 975 1535 1535 4.34 6.83 6.83 PCM86 PC86 8x 6x 7-1/2 5-9/16 3-1/2 5-5/8 13 1860 2190 1970 8.27 9.74 8.76 1560 1840 1655 6.94 8.19 7.36 PCM8816 -- 8x 8x 7-1/2 7-9/16 3-1/2 5-5/8 15 1160 1825 1825 5.16 8.12 8.12 975 1535 1535 4.34 6.83 6.83 PCM88 PC88 8x 8x 7-1/2 7-9/16 3-1/2 5-5/8 15 1860 2190 1970 8.27 9.74 8.76 1560 1840 1655 6.94 8.19 7.36

EPCM4416 EPC44-16 4x 4x 3-9/16 3-9/16 3-9/16 2-7/16 7-1/4 1140 1345 1530 5.07 5.98 6.81 960 1130 1285 4.27 5.03 5.72 EPCM44 EPC44 4x 4x 3-9/16 3-9/16 3-9/16 2-7/16 7-1/4 1965 1600 1915 8.74 7.12 8.52 1650 1345 1610 7.34 5.98 7.16 EPCM46 EPC46 4x 6x 3-9/16 5-9/16 3-9/16 2-7/16 9-1/4 1965 1600 1915 8.74 7.12 8.52 1650 1345 1610 7.34 5.98 7.16 EPCM4616 EPC46-16 4x 6x 3-9/16 5-9/16 3-9/16 2-7/16 9-1/4 1140 1345 1530 5.07 5.98 6.81 960 1130 1285 4.27 5.03 5.72 EPCM4816 EPC48-16 4x 8x 3-9/16 7-9/16 3-9/16 2-7/16 11-1/4 1140 1345 1530 5.07 5.98 6.81 960 1130 1285 4.27 5.03 5.72 EPCM48 EPC48 4x 8x 3-9/16 7-9/16 3-9/16 2-7/16 11-1/4 1965 1600 1915 8.74 7.12 8.52 1650 1345 1610 7.34 5.98 7.16 EPCM6416 EPC64-16 6x 4x 5-1/2 3-9/16 3-1/2 3-13/16 7-1/4 1160 1825 1825 5.16 8.12 8.12 975 1535 1535 4.34 6.83 6.83 EPCM64 EPC64 6x 4x 5-1/2 3-9/16 3-1/2 3-13/16 7-1/4 1860 1970 1970 8.27 8.76 8.76 1560 1655 1655 6.94 7.36 7.36 EPCM6616 EPC66-16 6x 6x 5-1/2 5-9/16 3-1/2 3-13/16 9-1/4 1160 1825 1825 5.16 8.12 8.12 975 1535 1535 4.34 6.83 6.83 EPCM66 EPC66 6x 6x 5-1/2 5-9/16 3-1/2 3-13/16 9-1/4 1860 1970 1970 8.27 8.76 8.76 1560 1655 1655 6.94 7.36 7.36 EPCM6816 -- -- 6x 8x 5-1/2 7-9/16 3-1/2 3-13/16 11-1/4 1160 1825 1825 5.16 8.12 8.12 975 1535 1535 4.34 6.83 6.83 EPCM68 EPC68 6x 8x 5-1/2 7-9/16 3-1/2 3-13/16 11-1/4 1860 1970 1970 8.27 8.76 8.76 1560 1655 1655 6.94 7.36 7.36 EPCM77 -- 7-1/8 7-1/8 7-1/8 7-1/8 3-11/16 5-5/8 10-13/16 1860 1970 1970 8.27 8.76 8.76 1560 1655 1655 6.94 7.36 7.36 EPCM8416 -- 8x 4x 7-1/2 3-9/16 3-1/2 5-5/8 7-1/4 1160 1825 1825 5.16 8.12 8.12 975 1535 1535 4.34 6.83 6.83 EPCM84 EPC84 8x 4x 7-1/2 3-9/16 3-1/2 5-5/8 7-1/4 1860 1970 1970 8.27 8.76 8.76 1560 1655 1655 6.94 7.36 7.36 EPCM8616 -- 8x 6x 7-1/2 5-9/16 3-3/8 5-5/8 9-1/4 1160 1825 1825 5.16 8.12 8.12 975 1535 1535 4.34 6.83 6.83 EPCM86 EPC86 8x 6x 7-1/2 5-9/16 3-1/2 5-5/8 9-1/4 1860 1970 1970 8.27 8.76 8.76 1560 1655 1655 6.94 7.36 7.36 EPCM8816 -- 8x 8x 7-1/2 7-9/16 3-1/2 5-5/8 11-1/4 1160 1825 1825 5.16 8.12 8.12 975 1535 1535 4.34 6.83 6.83 EPCM88 EPC88 8x 8x 7-1/2 7-9/16 3-1/2 5-5/8 11-1/4 1860 1970 1970 8.27 8.76 8.76 1560 1655 1655 6.94 7.36 7.36


End Column Caps

Centre Column Caps

Fastener Schedule1

Steel Gauge

MiTekSeries

Post

kN Lbs kN

Beam

MiTekStock No.

Lbs

Ref. Series

DFFactored Resistance (115%)1

S-P-FFactored Resistance (115%)1Dimensions (in)

Corr

osio

nFi

nish

Typical PCM46 center cap installation PCM

Typical EPCM end cap installation EPCML1

W2

H1

W1L2

3-3/4"

W1

W2L1

L2 H1

3-3/4"

Caps & Bases




F2

F2

F1

F1

Uplift

F2

F2

F1

F1

Uplift

76

Caps

& B

ases

Copyright © 2018 M





BC / BCS / C Post Caps

BC – One-piece design for double 2x’s to a 4x post.

BCS – One-piece design connects 2-ply or 3-ply beams to the tops of 4x4 or 6x6 post. Slant nailing reduces the amount of nails required.

C – One-piece design.

Materials: 18 gaugeFinish: G90 galvanizing; BC400-TZ – G-185 galvanizingOptions: See chart for Corrosion Finish OptionsCodes: Load values are derived from data submitted to various North American building code evaluators.

Installation:• Place post cap on top of post and fasten

cap to post using specified nails. • Place beam between top flanges of the cap

and install all specified nails into beam.• BCS - Slant nails must be installed through

dimple holes at a 30° to 45° angle through the beam into the post to achieve listed loads. Standard length “common” nails must be used to achieve listed load values.

Post Beam

Ref. No. W1 W2 H1 H2 L1 L2 Qty Qty Type UnitLbs 1265 1555 -- 1150 1485 --kN 5.63 6.92 -- 5.12 6.61 --Lbs 935 1185 840 800 1015 720kN 4.16 5.27 3.74 3.56 4.51 3.20Lbs 1885 2220 2220 1340 1575 1575kN 8.39 9.88 9.88 5.96 7.01 7.01Lbs 1885 2220 2220 1340 1575 1575kN 8.39 9.88 9.88 5.96 7.01 7.01Lbs 1885 2220 2220 1340 1575 1575kN 8.39 9.88 9.88 5.96 7.01 7.01Lbs 1885 2220 2220 1340 1575 1575kN 8.39 9.88 9.88 5.96 7.01 7.01Lbs 1460 2385 -- 1315 2295 --kN 6.49 10.61 -- 5.85 10.21 --Lbs 2270 4125 4125 1610 2925 2925kN 10.10 18.35 18.35 7.16 13.01 13.01Lbs 2055 4360 4360 1455 3095 3095kN 9.14 19.40 19.40 6.47 13.77 13.77Lbs 2120 4360 4360 1505 3095 3095kN 9.43 19.40 19.40 6.69 13.77 13.77

1) Short-term load duration factor KD = 1.15 has been taken into consideration; no further increase allowed. 2) BCS23-6: Substituting 16d x 2-1/2" nails for 16d common nails is not permitted for slant nailing. 3) NAILS: 10d x 1-1/2 nails are 0.148" dia. x 1-1/2" long, 10d nails are 0.148" dia. x 3" long, 16d nails are 0.162" dia. x 3-1/2" long. New products or updated product information are designated in blue font.

10

6 12 16d4-5/8 5-5/8 3 3-3/8 3-1/2 4-3/8

2-3/4 5-1/4

3-9/16 2-9/165-1/2

C44

BCS2-3/6 BCS23-6 6 x 6

PostSize Co

rros

ion

Fini

sh

Dimensions (in)

MiTekStock No.


Uplift115%

F1115%

F2115%

DF Factored Resistance1

S-P-F Factored Resistance1

C44R

C46

C46R

C66

2-7/8 10d

6 6 16d

3-5/16

6 x 6 Rough

8 x 8

6 8

8 8

8 10

12 12

BCS2-2/4

BC4

4 x 4

4 x 4 Rough

4 x 6

4 x 6 Rough

12

BC8

BCS22-4

BC400-TZ -- 3-1/8 3-9/16

3-1/4

C66R

C88

BC4R

BC46

--

BC6

BC6R 16d

16 16 16d

16d

12 16d

16d

6 10 16d

5-1/4 5-1/4

2-5/8 3-3/8 5-1/4

3-1/4

F2115%

2-5/8 2-5/8 3-1/4 3-1/4

3-9/16 3-9/16 2-7/8 2-7/8 3-1/4

2-3/8 3 -- 810d x 1-1/2

HDG

3-1/8 3-9/16 2-15/16 2-15/16 2-7/8

Uplift115%

F1115%

4 4

7-3/8 7-3/8

2-3/4

2-7/85-1/2 5-1/2

4 6

6 6 2-13/16 2-13/16

7-1/2 7-1/2 5 5

2-7/8 5-1/4 5-1/4

Caps & Bases

Typical C44 installation

Typical BC400-TZ installation

Typical BCS23-6 installation

C44BC400-TZ BCS23-6

W2

W1L2

H2

H1Raised dimple allows 30° to 45° nailing

H1

H2

L2

L1

W1

W2

W1

W2

L2

L1

H2

H1

F1

F1

F2F2

Uplift

F1

F1

F2F2

Uplift

F1

F1

F2F2

Uplift

77

Caps & Bases

Copy

right

© 2

018

MiT

ek In

dust

ries,

Inc.

All

Righ

ts R

eser

ved

PB / PBES / PBS Post Caps

PB – Two-piece design.

PBES / PBS – Two-piece design with extended side plates and wrap around post design. Easy retrofit installations.

Materials: 18 gaugeFinish: G90 galvanizing; PB44-6TZ & PB66-6TZ – G-185 galvanizingOptions: See chart for Corrosion Finish OptionsCodes: Load values are derived from data submitted to various North American building code evaluators.

Installation:• Use all specified fasteners. See Product Notes, page 19.• These products are designed for single, solid-sawn beams

with matching post width. Multi-ply beams must have same width as post. Use shims as required.

• PB, PBES, PBS post caps are sold per piece and are to be installed in pairs to achieve factored resistances.

Ref. No. W H1 H2 L1 L2 Qty Type Qty Type UnitLbs 1210 1885 665 855 1340 470kN 5.38 8.39 2.96 3.80 5.96 2.09Lbs 5850 3800 2250 4150 2695 1600kN 26.02 16.90 10.01 18.46 11.99 7.12Lbs 4150 1915 1050 2950 1355 745kN 18.46 8.52 4.67 13.12 6.03 3.31Lbs 4150 1915 1050 2950 1355 745kN 18.46 8.52 4.67 13.12 6.03 3.31Lbs 1210 1885 665 855 1340 470kN 5.38 8.39 2.96 3.80 5.96 2.09Lbs 3480 2400 1685 2475 1700 1195kN 15.48 10.68 7.50 11.01 7.56 5.32Lbs 4295 3785 2190 3045 2685 1560kN 19.11 16.84 9.74 13.55 11.94 6.94Lbs 3480 2400 1685 2475 1700 1195kN 15.48 10.68 7.50 11.01 7.56 5.32

1) Factored resistances have been increased 15% for short-term loads such as wind and earthquake; reduce for other load durations in accordance with the code. 2) Factored resistances and nail schedules for two-piece models are per pair of post caps. 3) NAILS: 16d nails are 0.162" dia. x 3-1/2" long.

LPC4Z

LPC6Z

ACE4, LCE4

ACE6

AC4

AC4R

AC6

AC6R

2-3/4

2-1/8

3

2-5/16

2-5/16

2-3/16

2-3/16

1-1/2

1-1/4

1-1/2 2-1/8 1-1/2 --

1-1/2 2-1/2

1-1/2 2-3/8

1-1/2 2-3/8

1-7/16 2-5/16 2-13/16 3-9/16

2-5/16 4

3-1/4

5-1/2

--

6 x 6 Rough

14 16d 12 16d

10 16d 10 16d

PBS66

PBS66R

6 x 6

1-1/4 8-1/2

5-9/16

7

82-7/8 5-1/2

6

PBES66

PBS44

PBS44R

8 16d 8 16d

8 16d 8 16d

16d7

6-1/2

4-3/4

PostSize

DF Factored

Resistance1,2

S-P-F Factored

Resistance1,2

8

816dHDG

816dHDG

16d HDG

816d HDG

3-5/8 PB44-6TZ

PB66-6TZ

12 16d 12 16d

8 16d 8

PBES44

4 x 4 Rough

4 x 4

Corr

osio

nFi

nish

Dimensions (in)

MiTekStock No.

Post Beam


Uplift115%

F1115%

F2115%

Uplift115%

F1115%

F2115%




Typical PBS installation

PBS

Typical PBESinstallation

PBES

Typical PB-TZinstallation

PB44-6TZ

L2

W

H2

H1

L1

W1

L2

H2

H1

Caps & Bases

L1

W

L2

H2

H1

These seamless caps keep water off post tops, protecting wood from moisture damage. The PCP’s plastic construction is corrosion-proof and paintable. Not available in rough or full lumber sizes.

Materials: Hi-impact plasticFinish: Gray

Installation:• Fasten cap to post top with (1) 8d HDG or 10d HDG nail.

PCP Plastic Post Caps

Dimension (in)

Ref. No. W Color 4 x 4 PCP44 DPPC4BK 3-5/8 Gray 6 x 6 PCP66 DPPC6BK 5-5/8 Gray

1) Not available in rough or full lumber sizes.

Post/Column

Size1MiTek

Stock No.PCP66Typical PCP44

installation

W W

F2F2

Uplift

F1

F1

F2F2

Uplift

F1

F1

F2F2

Uplift

F1

F1

78

Caps

& B

ases

Copyright © 2018 M


PBC Post Beam Corner Connectors

The PBC series is a one-piece connector designed to secure two mitered beams on a corner post while providing uplift capacity.


Installation:• Use all specified fasteners. See Product Notes, page 19.• Install PBC on outside corner of post forming tabs to inner side of post.• Assumes beam members are bevel cut at corner.

The CPB is made of corrosion resistant composite material compatible with preservative treated lumber. Provides code required 1" stand-off and can be used with rough lumber sizes.

Materials: High Strength composite

Installation:• Attach base to post with (4) 10d HDG nails.• Attach post to concrete using 1/2" diameter rod into concrete and

extend into wood member.• Not recommended for fence posts or other unrestrained (not fixed

or fastened at top) applications. These anchors are not designed to resist overturning (moment) loads.

Typical PBCinstallation PBC

CPB

Ref. No. W L Qty Type Qty Type UnitLbs 1800 900 900 1555 775 775kN 8.01 4.00 4.00 6.92 3.45 3.45Lbs 1800 900 900 1555 775 775kN 8.01 4.00 4.00 6.92 3.45 3.45


DF


S-P-F


PostSize

MiTekStock No.

SteelGauge


Post Beam

F1115%

F2115%

Uplift115%

F1115%

F2115%

Uplift115%

8 16d HDG 8 16d HDG

16d HDG 8 16d HDG

Corr

osio

nFi

nish

4 x 4

6 x 6

6-1/2

6-15/16 6-1/2

PBC44-TZ

PBC66-TZ

-- 18

-- 18

4-15/16 8

CPB Composite Post Bases

Ref. No. W1 W2 Qty Type Lbs kN Lbs kN 4 x 4 CPB44 CPS4 3-1/4 3-1/4 2.2 4 10d HDG 5235 23.29 6545 29.11 4 x 6 CPB46 CPS46 3-5/16 5-5/16 3.3 4 10d HDG 6810 30.29 9820 43.68 5 x 5 CPB55 CPS5 4-1/8 4-1/8 3.0 4 10d HDG 6295 28.00 8925 39.70 6 x 6 CPB66 CPS6 5-5/16 5-5/16 3.9 4 10d HDG 8570 38.12 11600 51.60 8 x 8 CPB88 CPS7 7-1/4 7-1/4 6.4 4 10d HDG 12490 55.56 19040 84.70

1) Loads shall not be increased for short-term loading. 2) Loads require a minimum 650 psi wood compressive strength. 3) Concrete Design Bearing Strength = Ø (0.85 f'C A1) with f'C = 2,500 psi. ACI 318-02, Section 10.17.1. 4) Design Bearing Strength has been increased assuming (A2 / A1)

0.5 per ACI 318-02, Section 10.17.1. 5) NAILS: 10d nails are 0.148" dia. x 3" long.

Post Size

Factored

Resistance1,2

Concrete Bearing

Strength3,4

BottomSurfaceBearing

AreaMiTek

Stock No.

Dimensions (in) Fastener

Schedule5

W1

W2

1"

Typical CPBinstallation

Caps & Bases




F2F2

Uplift

F1

F1

W

L

W

79

Caps & Bases

Copy

right

© 2

018

MiT

ek In

dust

ries,

Inc.

All

Righ

ts R

eser

ved

KCCQ / KECCQ Column Caps

Designed to be installed without the need to drill bolt holes, simplifying installation and maintaining the wood cross section. Installs with WS Wood Screws offering high uplift capacity.

KCCQ — Standard column cap.

KECCQ — End column cap.

Materials: See chartFinish: PrimerOptions: See chart for Corrosion Finish Options and Specialty Options on page 81.Codes: Load values are derived from data submitted to various North American building code evaluators.

Installation:• Use all specified fasteners. See Product Notes, page 19.• WS3 Wood Screws, 1/4" dia. x 3" long, are supplied with

Column Caps.• Beams shall be designed to support the required loads.

Beam shear may limit loads to less than listed loads for device. A design professional shall determine the adequacy of the stud to resist published loads.

Ref. No. W1 W2 H L Qty Type Qty Type Lbs kN Lbs kN Lbs kN Lbs kN

KCCQ325-4 CCQ3-4SDS2.5 7 3-1/4 3-5/8 6-1/2 11 16 WS3 14 WS3 30940 137.63 12920 57.47 21040 93.59 9170 40.79 KCCQ325-6 CCQ3-6SDS2.5 7 3-1/4 5-1/2 6-1/2 11 16 WS3 14 WS3 30940 137.63 12920 57.47 21040 93.59 9170 40.79 KCCQ44 CCQ44SDS2.5 7 3-5/8 3-5/8 6-1/2 11 16 WS3 14 WS3 34655 154.16 12575 55.94 23565 104.83 8930 40.79 KCCQ45 -- 7 3-5/8 5-3/8 6-1/2 11 16 WS3 14 WS3 34655 154.16 12575 55.94 23565 104.83 8930 40.79 KCCQ46 CCQ46SDS2.5 7 3-5/8 5-1/2 6-1/2 11 16 WS3 14 WS3 34655 154.16 12920 57.47 23565 104.83 9170 40.79 KCCQ47 -- 7 3-5/8 7-1/8 6-1/2 11 16 WS3 14 WS3 34655 154.16 12575 55.94 23565 104.83 8930 40.79 KCCQ47X -- 7 3-5/8 7-1/8 6-1/2 13 16 WS3 14 WS3 40955 182.18 12575 55.94 27850 123.89 8930 40.79 KCCQ48 CCQ48SDS2.5 7 3-5/8 7-1/2 6-1/2 11 16 WS3 14 WS3 34655 154.16 12920 57.47 23565 104.83 9170 40.79 KCCQ525-4 CCQ5-4SDS2.5 3 5-1/4 3-5/8 8 13 16 WS3 14 WS3 59960 266.73 12920 57.47 40775 181.38 9170 40.79 KCCQ525-6 CCQ5-6SDS2.5 3 5-1/4 5-1/2 8 13 16 WS3 14 WS3 59960 266.73 12920 57.47 40775 181.38 9170 40.79 KCCQ525-8 CCQ5-8SDS2.5 3 5-1/4 7-1/2 8 13 16 WS3 14 WS3 59960 266.73 12920 57.47 40775 181.38 9170 40.79 KCCQ57 -- 7 5-3/8 7-1/8 6-1/2 11 16 WS3 14 WS3 51975 231.21 12920 57.47 35345 157.23 9170 40.79 KCCQ64 CCQ64SDS2.5 7 5-1/2 3-5/8 6-1/2 11 16 WS3 14 WS3 54455 242.24 12920 57.47 37030 164.72 9170 40.79 KCCQ66 CCQ66SDS2.5 7 5-1/2 5-1/2 6-1/2 11 16 WS3 14 WS3 49125 218.52 12920 57.47 37205 165.50 10850 48.26 KCCQ67X CCQ6-7.13SDS2.5 7 5-1/2 7-1/8 6-1/2 11 16 WS3 14 WS3 54455 242.24 12920 57.47 37030 164.72 9170 40.79 KCCQ68 CCQ68SDS2.5 7 5-1/2 7-1/2 6-1/2 11 16 WS3 14 WS3 54455 242.24 12920 57.47 37030 164.72 9170 40.79

1) Factored resistances have been increased 15% for short-term loads such as wind and earthquake; reduce for other load durations in accordance with the code. 2) Bearing loads are based on compression perpendicular to grain values published in the 2001 NDS and soft converted to Limit States Design. 3) Factored resistances are based on lumber with a specific gravity of DF = 0.49 and S-P-F = 0.42 and a moisture content of 19% or less. 4) WS3 Wood Screws are 1/4" x 3" long and are included with KCCQ and KECCQ column caps. 5) Beams shall be designed to support the required loads. Beam shear may limit loads to less than listed loads for device. 6) The designer shall check post for required loads. 7) Spliced conditions must be detailed by the specifier to transfer tension loads between spliced members by means other than the column cap. 8) Uplift loads do not apply to splice conditions.


KCCQ74 CCQ74SDS2.5 3 6-7/8 3-5/8 6-1/2 11 16 WS3 14 WS3 66825 297.26 12920 57.47 45440 202.14 9170 40.79 KCCQ76 CCQ76SDS2.5 3 6-7/8 5-1/2 6-1/2 11 16 WS3 14 WS3 66825 297.26 12920 57.47 45440 202.14 9170 40.79 KCCQ77 CCQ77SDS2.5 3 6-7/8 6-7/8 6-1/2 11 16 WS3 14 WS3 66825 297.26 12920 57.47 45440 202.14 9170 40.79 KCCQ78 CCQ78SDS2.5 3 6-7/8 7-1/2 6-1/2 11 16 WS3 14 WS3 66825 297.26 12920 57.47 45440 202.14 9170 40.79 KCCQ71-4 CCQ7.1-4SDS2.5 3 7-1/8 3-5/8 6-1/2 11 16 WS3 14 WS3 69300 308.27 12920 57.47 47125 209.63 9170 40.79 KCCQ71-6 CCQ7.1-6SDS2.5 3 7-1/8 5-1/2 6-1/2 11 16 WS3 14 WS3 69300 308.27 12920 57.47 47125 209.63 9170 40.79 KCCQ71-71 CCQ7.1-7.1SDS2.5 3 7-1/8 7-1/8 6-1/2 11 16 WS3 14 WS3 69300 308.27 12920 57.47 47125 209.63 9170 40.79 KCCQ71-8 CCQ7.1-8SDS2.5 3 7-1/8 7-1/2 6-1/2 11 16 WS3 14 WS3 69300 308.27 12920 57.47 47125 209.63 9170 40.79 KCCQ84 -- 7 7-1/2 3-5/8 6-1/2 11 16 WS3 14 WS3 74255 330.32 12920 57.47 50495 224.62 9170 40.79 KCCQ86 CCQ86SDS2.5 7 7-1/2 5-1/2 6-1/2 11 16 WS3 14 WS3 66990 297.98 12920 57.47 50735 225.68 10850 48.26 KCCQ88 CCQ88SDS2.5 7 7-1/2 7-1/2 6-1/2 11 16 WS3 14 WS3 74255 330.32 12920 57.47 50495 224.62 9170 40.79 KCCQ94 -- 7 8-7/8 3-5/8 6-1/2 11 16 WS3 14 WS3 86625 385.34 12920 57.47 58905 262.03 9170 40.79 KCCQ96 CCQ96SDS2.5 7 8-7/8 5-1/2 6-1/2 11 16 WS3 14 WS3 86625 385.34 12920 57.47 58905 262.03 9170 40.79 KCCQ98 CCQ98SDS2.5 7 8-7/8 7-1/2 6-1/2 11 16 WS3 14 WS3 86625 385.34 12920 57.47 58905 262.03 9170 40.79 KCCQ106 CCQ106SDS2.5 7 9-1/2 5-1/2 6-1/2 11 16 WS3 14 WS3 94055 418.39 12920 57.47 63960 284.52 9170 40.79

KECCQ325-4 ECCQ3-4SDS2.5 7 3-1/4 3-5/8 6-1/2 7-1/2 16 WS3 14 WS3 21095 93.84 11785 52.42 14340 63.79 8370 40.79 KECCQ325-6 ECCQ3-6SDS2.5 7 3-1/4 5-1/2 6-1/2 7-1/2 16 WS3 14 WS3 21095 93.84 11785 52.42 14340 63.79 8370 40.79 KECCQ44 ECCQ44SDS2.5 7 3-5/8 3-5/8 6-1/2 8-1/2 16 WS3 14 WS3 24430 108.67 13385 59.54 18210 81.01 9505 40.79 KECCQ45 -- 7 3-5/8 5-3/8 6-1/2 7-1/2 16 WS3 14 WS3 23625 105.09 13385 59.54 16065 71.46 9505 40.79 KECCQ46 ECCQ46SDS2.5 7 3-5/8 5-1/2 6-1/2 8-1/2 16 WS3 14 WS3 26775 119.11 11785 52.42 18210 81.01 8370 40.79 KECCQ47 -- 7 3-5/8 7-1/8 6-1/2 9-1/2 16 WS3 14 WS3 29925 133.12 13385 59.54 20345 90.50 9505 40.79 KECCQ47X -- 7 3-5/8 7-1/8 6-1/2 9-1/2 16 WS3 14 WS3 29925 133.12 13385 59.54 20345 90.50 9505 40.79 KECCQ48 ECCQ48SDS2.5 7 3-5/8 7-1/2 6-1/2 8-1/2 16 WS3 14 WS3 26775 119.11 11785 52.42 18210 81.01 8370 40.79 KECCQ525-4 ECCQ5-4SDS2.5 3 5-1/4 3-5/8 8 9-1/2 16 WS3 14 WS3 32155 143.04 11785 52.42 24350 108.32 8370 40.79 KECCQ525-6 ECCQ5-6SDS2.5 3 5-1/4 5-1/2 8 9-1/2 16 WS3 14 WS3 39310 174.87 11785 52.42 28985 128.94 8370 40.79 KECCQ525-8 ECCQ5-8SDS2.5 3 5-1/4 7-1/2 8 9-1/2 16 WS3 14 WS3 43820 194.93 11785 52.42 29795 132.54 8370 40.79 KECCQ57 -- 7 5-3/8 7-1/8 6-1/2 9-1/2 16 WS3 14 WS3 40160 178.65 11785 52.42 27310 121.49 8370 40.79 KECCQ64 ECCQ64SDS2.5 7 5-1/2 3-5/8 6-1/2 8-1/2 16 WS3 14 WS3 33890 150.76 11785 52.42 25605 113.90 8370 40.79 KECCQ66 ECCQ66SDS2.5 7 5-1/2 5-1/2 6-1/2 8-1/2 16 WS3 14 WS3 41630 185.19 11785 52.42 28615 127.29 8370 40.79 KECCQ67X ECCQ6-7.13SDS2.5 7 5-1/2 7-1/8 6-1/2 8-1/2 16 WS3 14 WS3 42075 187.17 11785 52.42 28615 127.29 8370 40.79 KECCQ68 ECCQ68SDS2.5 7 5-1/2 7-1/2 6-1/2 8-1/2 16 WS3 14 WS3 42075 187.17 11785 52.42 28615 127.29 8370 40.79 KECCQ74 ECCQ74SDS2.5 3 6-7/8 3-5/8 6-1/2 8-1/2 16 WS3 14 WS3 39550 175.93 11785 52.42 29665 131.96 8370 40.79 KECCQ76 ECCQ76SDS2.5 3 6-7/8 5-1/2 6-1/2 8-1/2 16 WS3 14 WS3 51640 229.72 11785 52.42 35115 156.21 8370 40.79 KECCQ77 ECCQ77SDS2.5 3 6-7/8 6-7/8 6-1/2 8-1/2 16 WS3 14 WS3 51640 229.72 11785 52.42 35115 156.21 8370 40.79 KECCQ78 ECCQ78SDS2.5 3 6-7/8 7-1/2 6-1/2 8-1/2 16 WS3 14 WS3 51640 229.72 11785 52.42 35115 156.21 8370 40.79 KECCQ71-4 ECCQ7.1-4SDS2.5 3 7-1/8 3-5/8 6-1/2 8-1/2 16 WS3 14 WS3 40665 180.89 11785 52.42 30455 135.48 8370 40.79 KECCQ71-6 ECCQ7.1-6SDS2.5 3 7-1/8 5-1/2 6-1/2 8-1/2 16 WS3 14 WS3 50810 226.02 11785 52.42 36420 162.01 8370 40.79 KECCQ71-71 ECCQ7.1-7.1SDS2.5 3 7-1/8 7-1/8 6-1/2 8-1/2 16 WS3 14 WS3 53555 238.23 11785 52.42 36420 162.01 8370 40.79 KECCQ71-8 ECCQ7.1-8SDS2.5 3 7-1/8 7-1/2 6-1/2 8-1/2 16 WS3 14 WS3 53555 238.23 11785 52.42 36420 162.01 8370 40.79 KECCQ84 -- 7 7-1/2 3-5/8 6-1/2 8-1/2 16 WS3 14 WS3 42890 190.79 11785 52.42 39015 173.55 8370 40.79 KECCQ86 ECCQ86SDS2.5 7 7-1/2 5-1/2 6-1/2 8-1/2 16 WS3 14 WS3 53840 239.50 11785 52.42 39015 173.55 8370 40.79 KECCQ88 ECCQ88SDS2.5 7 7-1/2 7-1/2 6-1/2 8-1/2 16 WS3 14 WS3 57375 255.23 11785 52.42 39015 173.55 8370 40.79 KECCQ94 -- 7 8-7/8 3-5/8 6-1/2 8-1/2 16 WS3 14 WS3 48375 215.19 11785 52.42 35940 159.88 8370 40.79 KECCQ96 ECCQ96SDS2.5 7 8-7/8 5-1/2 6-1/2 8-1/2 16 WS3 14 WS3 61385 273.06 11785 52.42 44395 197.49 8370 40.79 KECCQ98 ECCQ98SDS2.5 7 8-7/8 7-1/2 6-1/2 8-1/2 16 WS3 14 WS3 66940 297.78 11785 52.42 45520 202.49 8370 40.79 KECCQ106 ECCQ106SDS2.5 7 9-1/2 5-1/2 6-1/2 8-1/2 16 WS3 14 WS3 65895 293.13 11785 52.42 47520 211.39 8370 40.79

1) Factored resistances have been increased 15% for short-term loads such as wind and earthquake; reduce for other load durations in accordance with the code. 2) Bearing loads are based on compression perpendicular to grain values published in the 2001 NDS and soft converted to Limit States Design. 3) Factored resistances are based on lumber with a specific gravity of DF= 0.49 and S-P-F = 0.42 and a moisture content of 19% or less. 4) WS3 Wood Screws are 1/4" x 3" long and are included with KCCQ and KECCQ column caps. 5) Beams shall be designed to support the required loads. Beam shear may limit loads to less than listed loads for device. 6) The designer shall check post for required loads. 7) Spliced conditions must be detailed by the specifier to transfer tension loads between spliced members by means other than the column cap. 8) Uplift loads do not apply to splice conditions.

Corr

osio

nFi

nish

Centre Column Caps

Corr

osio

nFi

nish

Centre Column Caps

End Column Caps

Bearing100%2

Uplift 115%1,8

Bearing100%2

Uplift 115%1,8



Dimensions (in)

MiTekStock No.

SteelGauge

Beam

Fastener Schedule4

Column or Post


BeamColumn or Post



Uplift 115%1,8

Bearing100%2

MiTekStock No.

SteelGauge

Uplift 115%1,8

Bearing100%2




Typical KECCQ44end cap installation

Typical KCCQ44center cap installation

KECCQ44 KCCQ44

Caps & Bases

H

LW1

W2

H

L

W2

W1


80

Caps

& B

ases

Copyright © 2018 M




KCCQ325-4 CCQ3-4SDS2.5 7 3-1/4 3-5/8 6-1/2 11 16 WS3 14 WS3 30940 137.63 12920 57.47 21040 93.59 9170 40.79 KCCQ325-6 CCQ3-6SDS2.5 7 3-1/4 5-1/2 6-1/2 11 16 WS3 14 WS3 30940 137.63 12920 57.47 21040 93.59 9170 40.79 KCCQ44 CCQ44SDS2.5 7 3-5/8 3-5/8 6-1/2 11 16 WS3 14 WS3 34655 154.16 12575 55.94 23565 104.83 8930 40.79 KCCQ45 -- 7 3-5/8 5-3/8 6-1/2 11 16 WS3 14 WS3 34655 154.16 12575 55.94 23565 104.83 8930 40.79 KCCQ46 CCQ46SDS2.5 7 3-5/8 5-1/2 6-1/2 11 16 WS3 14 WS3 34655 154.16 12920 57.47 23565 104.83 9170 40.79 KCCQ47 -- 7 3-5/8 7-1/8 6-1/2 11 16 WS3 14 WS3 34655 154.16 12575 55.94 23565 104.83 8930 40.79 KCCQ47X -- 7 3-5/8 7-1/8 6-1/2 13 16 WS3 14 WS3 40955 182.18 12575 55.94 27850 123.89 8930 40.79 KCCQ48 CCQ48SDS2.5 7 3-5/8 7-1/2 6-1/2 11 16 WS3 14 WS3 34655 154.16 12920 57.47 23565 104.83 9170 40.79 KCCQ525-4 CCQ5-4SDS2.5 3 5-1/4 3-5/8 8 13 16 WS3 14 WS3 59960 266.73 12920 57.47 40775 181.38 9170 40.79 KCCQ525-6 CCQ5-6SDS2.5 3 5-1/4 5-1/2 8 13 16 WS3 14 WS3 59960 266.73 12920 57.47 40775 181.38 9170 40.79 KCCQ525-8 CCQ5-8SDS2.5 3 5-1/4 7-1/2 8 13 16 WS3 14 WS3 59960 266.73 12920 57.47 40775 181.38 9170 40.79 KCCQ57 -- 7 5-3/8 7-1/8 6-1/2 11 16 WS3 14 WS3 51975 231.21 12920 57.47 35345 157.23 9170 40.79 KCCQ64 CCQ64SDS2.5 7 5-1/2 3-5/8 6-1/2 11 16 WS3 14 WS3 54455 242.24 12920 57.47 37030 164.72 9170 40.79 KCCQ66 CCQ66SDS2.5 7 5-1/2 5-1/2 6-1/2 11 16 WS3 14 WS3 49125 218.52 12920 57.47 37205 165.50 10850 48.26 KCCQ67X CCQ6-7.13SDS2.5 7 5-1/2 7-1/8 6-1/2 11 16 WS3 14 WS3 54455 242.24 12920 57.47 37030 164.72 9170 40.79 KCCQ68 CCQ68SDS2.5 7 5-1/2 7-1/2 6-1/2 11 16 WS3 14 WS3 54455 242.24 12920 57.47 37030 164.72 9170 40.79

1) Factored resistances have been increased 15% for short-term loads such as wind and earthquake; reduce for other load durations in accordance with the code. 2) Bearing loads are based on compression perpendicular to grain values published in the 2001 NDS and soft converted to Limit States Design. 3) Factored resistances are based on lumber with a specific gravity of DF = 0.49 and S-P-F = 0.42 and a moisture content of 19% or less. 4) WS3 Wood Screws are 1/4" x 3" long and are included with KCCQ and KECCQ column caps. 5) Beams shall be designed to support the required loads. Beam shear may limit loads to less than listed loads for device. 6) The designer shall check post for required loads. 7) Spliced conditions must be detailed by the specifier to transfer tension loads between spliced members by means other than the column cap. 8) Uplift loads do not apply to splice conditions.


KCCQ74 CCQ74SDS2.5 3 6-7/8 3-5/8 6-1/2 11 16 WS3 14 WS3 66825 297.26 12920 57.47 45440 202.14 9170 40.79 KCCQ76 CCQ76SDS2.5 3 6-7/8 5-1/2 6-1/2 11 16 WS3 14 WS3 66825 297.26 12920 57.47 45440 202.14 9170 40.79 KCCQ77 CCQ77SDS2.5 3 6-7/8 6-7/8 6-1/2 11 16 WS3 14 WS3 66825 297.26 12920 57.47 45440 202.14 9170 40.79 KCCQ78 CCQ78SDS2.5 3 6-7/8 7-1/2 6-1/2 11 16 WS3 14 WS3 66825 297.26 12920 57.47 45440 202.14 9170 40.79 KCCQ71-4 CCQ7.1-4SDS2.5 3 7-1/8 3-5/8 6-1/2 11 16 WS3 14 WS3 69300 308.27 12920 57.47 47125 209.63 9170 40.79 KCCQ71-6 CCQ7.1-6SDS2.5 3 7-1/8 5-1/2 6-1/2 11 16 WS3 14 WS3 69300 308.27 12920 57.47 47125 209.63 9170 40.79 KCCQ71-71 CCQ7.1-7.1SDS2.5 3 7-1/8 7-1/8 6-1/2 11 16 WS3 14 WS3 69300 308.27 12920 57.47 47125 209.63 9170 40.79 KCCQ71-8 CCQ7.1-8SDS2.5 3 7-1/8 7-1/2 6-1/2 11 16 WS3 14 WS3 69300 308.27 12920 57.47 47125 209.63 9170 40.79 KCCQ84 -- 7 7-1/2 3-5/8 6-1/2 11 16 WS3 14 WS3 74255 330.32 12920 57.47 50495 224.62 9170 40.79 KCCQ86 CCQ86SDS2.5 7 7-1/2 5-1/2 6-1/2 11 16 WS3 14 WS3 66990 297.98 12920 57.47 50735 225.68 10850 48.26 KCCQ88 CCQ88SDS2.5 7 7-1/2 7-1/2 6-1/2 11 16 WS3 14 WS3 74255 330.32 12920 57.47 50495 224.62 9170 40.79 KCCQ94 -- 7 8-7/8 3-5/8 6-1/2 11 16 WS3 14 WS3 86625 385.34 12920 57.47 58905 262.03 9170 40.79 KCCQ96 CCQ96SDS2.5 7 8-7/8 5-1/2 6-1/2 11 16 WS3 14 WS3 86625 385.34 12920 57.47 58905 262.03 9170 40.79 KCCQ98 CCQ98SDS2.5 7 8-7/8 7-1/2 6-1/2 11 16 WS3 14 WS3 86625 385.34 12920 57.47 58905 262.03 9170 40.79 KCCQ106 CCQ106SDS2.5 7 9-1/2 5-1/2 6-1/2 11 16 WS3 14 WS3 94055 418.39 12920 57.47 63960 284.52 9170 40.79

KECCQ325-4 ECCQ3-4SDS2.5 7 3-1/4 3-5/8 6-1/2 7-1/2 16 WS3 14 WS3 21095 93.84 11785 52.42 14340 63.79 8370 40.79 KECCQ325-6 ECCQ3-6SDS2.5 7 3-1/4 5-1/2 6-1/2 7-1/2 16 WS3 14 WS3 21095 93.84 11785 52.42 14340 63.79 8370 40.79 KECCQ44 ECCQ44SDS2.5 7 3-5/8 3-5/8 6-1/2 8-1/2 16 WS3 14 WS3 24430 108.67 13385 59.54 18210 81.01 9505 40.79 KECCQ45 -- 7 3-5/8 5-3/8 6-1/2 7-1/2 16 WS3 14 WS3 23625 105.09 13385 59.54 16065 71.46 9505 40.79 KECCQ46 ECCQ46SDS2.5 7 3-5/8 5-1/2 6-1/2 8-1/2 16 WS3 14 WS3 26775 119.11 11785 52.42 18210 81.01 8370 40.79 KECCQ47 -- 7 3-5/8 7-1/8 6-1/2 9-1/2 16 WS3 14 WS3 29925 133.12 13385 59.54 20345 90.50 9505 40.79 KECCQ47X -- 7 3-5/8 7-1/8 6-1/2 9-1/2 16 WS3 14 WS3 29925 133.12 13385 59.54 20345 90.50 9505 40.79 KECCQ48 ECCQ48SDS2.5 7 3-5/8 7-1/2 6-1/2 8-1/2 16 WS3 14 WS3 26775 119.11 11785 52.42 18210 81.01 8370 40.79 KECCQ525-4 ECCQ5-4SDS2.5 3 5-1/4 3-5/8 8 9-1/2 16 WS3 14 WS3 32155 143.04 11785 52.42 24350 108.32 8370 40.79 KECCQ525-6 ECCQ5-6SDS2.5 3 5-1/4 5-1/2 8 9-1/2 16 WS3 14 WS3 39310 174.87 11785 52.42 28985 128.94 8370 40.79 KECCQ525-8 ECCQ5-8SDS2.5 3 5-1/4 7-1/2 8 9-1/2 16 WS3 14 WS3 43820 194.93 11785 52.42 29795 132.54 8370 40.79 KECCQ57 -- 7 5-3/8 7-1/8 6-1/2 9-1/2 16 WS3 14 WS3 40160 178.65 11785 52.42 27310 121.49 8370 40.79 KECCQ64 ECCQ64SDS2.5 7 5-1/2 3-5/8 6-1/2 8-1/2 16 WS3 14 WS3 33890 150.76 11785 52.42 25605 113.90 8370 40.79 KECCQ66 ECCQ66SDS2.5 7 5-1/2 5-1/2 6-1/2 8-1/2 16 WS3 14 WS3 41630 185.19 11785 52.42 28615 127.29 8370 40.79 KECCQ67X ECCQ6-7.13SDS2.5 7 5-1/2 7-1/8 6-1/2 8-1/2 16 WS3 14 WS3 42075 187.17 11785 52.42 28615 127.29 8370 40.79 KECCQ68 ECCQ68SDS2.5 7 5-1/2 7-1/2 6-1/2 8-1/2 16 WS3 14 WS3 42075 187.17 11785 52.42 28615 127.29 8370 40.79 KECCQ74 ECCQ74SDS2.5 3 6-7/8 3-5/8 6-1/2 8-1/2 16 WS3 14 WS3 39550 175.93 11785 52.42 29665 131.96 8370 40.79 KECCQ76 ECCQ76SDS2.5 3 6-7/8 5-1/2 6-1/2 8-1/2 16 WS3 14 WS3 51640 229.72 11785 52.42 35115 156.21 8370 40.79 KECCQ77 ECCQ77SDS2.5 3 6-7/8 6-7/8 6-1/2 8-1/2 16 WS3 14 WS3 51640 229.72 11785 52.42 35115 156.21 8370 40.79 KECCQ78 ECCQ78SDS2.5 3 6-7/8 7-1/2 6-1/2 8-1/2 16 WS3 14 WS3 51640 229.72 11785 52.42 35115 156.21 8370 40.79 KECCQ71-4 ECCQ7.1-4SDS2.5 3 7-1/8 3-5/8 6-1/2 8-1/2 16 WS3 14 WS3 40665 180.89 11785 52.42 30455 135.48 8370 40.79 KECCQ71-6 ECCQ7.1-6SDS2.5 3 7-1/8 5-1/2 6-1/2 8-1/2 16 WS3 14 WS3 50810 226.02 11785 52.42 36420 162.01 8370 40.79 KECCQ71-71 ECCQ7.1-7.1SDS2.5 3 7-1/8 7-1/8 6-1/2 8-1/2 16 WS3 14 WS3 53555 238.23 11785 52.42 36420 162.01 8370 40.79 KECCQ71-8 ECCQ7.1-8SDS2.5 3 7-1/8 7-1/2 6-1/2 8-1/2 16 WS3 14 WS3 53555 238.23 11785 52.42 36420 162.01 8370 40.79 KECCQ84 -- 7 7-1/2 3-5/8 6-1/2 8-1/2 16 WS3 14 WS3 42890 190.79 11785 52.42 39015 173.55 8370 40.79 KECCQ86 ECCQ86SDS2.5 7 7-1/2 5-1/2 6-1/2 8-1/2 16 WS3 14 WS3 53840 239.50 11785 52.42 39015 173.55 8370 40.79 KECCQ88 ECCQ88SDS2.5 7 7-1/2 7-1/2 6-1/2 8-1/2 16 WS3 14 WS3 57375 255.23 11785 52.42 39015 173.55 8370 40.79 KECCQ94 -- 7 8-7/8 3-5/8 6-1/2 8-1/2 16 WS3 14 WS3 48375 215.19 11785 52.42 35940 159.88 8370 40.79 KECCQ96 ECCQ96SDS2.5 7 8-7/8 5-1/2 6-1/2 8-1/2 16 WS3 14 WS3 61385 273.06 11785 52.42 44395 197.49 8370 40.79 KECCQ98 ECCQ98SDS2.5 7 8-7/8 7-1/2 6-1/2 8-1/2 16 WS3 14 WS3 66940 297.78 11785 52.42 45520 202.49 8370 40.79 KECCQ106 ECCQ106SDS2.5 7 9-1/2 5-1/2 6-1/2 8-1/2 16 WS3 14 WS3 65895 293.13 11785 52.42 47520 211.39 8370 40.79

1) Factored resistances have been increased 15% for short-term loads such as wind and earthquake; reduce for other load durations in accordance with the code. 2) Bearing loads are based on compression perpendicular to grain values published in the 2001 NDS and soft converted to Limit States Design. 3) Factored resistances are based on lumber with a specific gravity of DF= 0.49 and S-P-F = 0.42 and a moisture content of 19% or less. 4) WS3 Wood Screws are 1/4" x 3" long and are included with KCCQ and KECCQ column caps. 5) Beams shall be designed to support the required loads. Beam shear may limit loads to less than listed loads for device. 6) The designer shall check post for required loads. 7) Spliced conditions must be detailed by the specifier to transfer tension loads between spliced members by means other than the column cap. 8) Uplift loads do not apply to splice conditions.

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Centre Column Caps

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Centre Column Caps

End Column Caps

Bearing100%2

Uplift 115%1,8

Bearing100%2

Uplift 115%1,8



Dimensions (in)

MiTekStock No.

SteelGauge

Beam

Fastener Schedule4

Column or Post


BeamColumn or Post



Uplift 115%1,8

Bearing100%2

MiTekStock No.

SteelGauge

Uplift 115%1,8

Bearing100%2




Caps & Bases


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Specialty Options:• KECCQ – Straps may be rotated 90° on special order

where the W2 dimension is less than or equal to the W1 dimension.

• KCCQO/KECCQO – Cap only, no strap design for field welding to pipe or other columns.

• KCCQOB – For cross beam connections. Any two buckets can be welded together for a wide variety of applications. Factored resistance shall be the lesser of the two components.

• KCCQT – For T beam intersections, consult MiTek. Specify beam/column conditions, dimensions, and loadingrequirements.

• KCCQC – For X beam intersections, consult MiTek. Specify beam/column conditions, dimensions, and loading requirements.

• KECCQLL/R – For L beam intersections, consult MiTek. Specify left (L) or right (R) beam/column conditions, dimensions, and loading requirements.

Dimension call-outs not shown in the table must be specified at time of ordering for specialty options, non-catalog, or rough/full size lumber sizes.

Refer to Options for Multiple-Beam Bolted Column Caps Special Order Worksheet for ordering instructions at MiTek.ca/products/caps-bases/column-caps/KCCQ%20/%20KECCQ/

Top View of Specialty Options Column Cap Configurations

KCCQT

KCCQO

KCCQC

Optional KECCQrotated straps 90°

KCCQOB

KECCQLLleft shown

L

H

W1

W1

W2

W4

W3

H2

H1

H3

4" Typ.

L

KECCQ left

KECCQLLrotated 90° left

KCCQ offset right

KECCQ right

KECCQLRrotated 90° right

KECCQrotated 45° left

KCCQ offset left

KECCQ offset left

KECCQ offset right

KECCQrotated 45° right

Caps & Bases

W1

W3

W2

H2H1H2

L

W3

W2

H1

W1

H

L

W1

L1

L2

H1

H2

W1

W2

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A / AC / JA / MP Framing Angles

Angles & Straps

MP – 18 gauge. Field adjustable from 45° to 180° (flat).

A3 – 18 gauge. Eliminates toenailing and increases strength.

AC – 16 gauge. Features staggered nail patterns which reduces wood splitting and allows installation on both sides of the supported member.

JA – 14 or 16 gauge. Heavier capacity framing angle for joist support.


Installation:• Use all specified fasteners.

See Product Notes, page 19.• MP Framing Angles are fabricated at 100°

and may be field adjusted by hand from 45° to 180° (flat). Bend angle only once.

Ref. No. W1 W2 L Qty Type Qty Type 100% 115% 100% 115% 100% 115% 100% 115%F1 970 1115 4.31 4.96 690 792 3.07 3.52F2 985 1130 4.38 5.03 700 802 3.11 3.57

MP3 LS30 18 2-1/4 2-1/4 3-3/8 3 10d 3 10d F1 715 715 3.18 3.18 610 610 2.71 2.71 MP5 LS50 18 2-1/4 2-1/4 4-5/8 4 10d 4 10d F1 1010 1010 4.49 4.49 865 865 3.85 3.85 MP7 LS70 18 2-1/4 2-1/4 5-7/8 5 10d 5 10d F1 1315 1315 5.85 5.85 1125 1125 5.00 5.00 MP9 LS90 18 2-1/4 2-1/4 6-7/8 6 10d 6 10d F1 1410 1410 6.27 6.27 1210 1210 5.38 5.38

F1 995 1145 4.43 5.09 705 815 3.14 3.63F2 930 1070 4.14 4.76 660 760 2.94 3.38F1 1120 1285 4.98 5.72 795 910 3.54 4.05F2 1335 1535 5.94 6.83 950 1090 4.23 4.85F1 1860 2135 8.27 9.50 1320 1515 5.87 6.74F2 1335 1535 5.94 6.83 950 1090 4.23 4.85F1 421 484 1.87 2.15 299 344 1.33 1.53F2 562 647 2.50 2.88 399 459 1.78 2.04F1 963 1108 4.28 4.93 684 786 3.04 3.50F2 874 1005 3.89 4.47 620 713 2.76 3.17F1 1556 1790 6.92 7.96 1105 1271 4.91 5.65F2 1665 1915 7.41 8.52 1182 1360 5.26 6.05F1 3058 3517 13.60 15.64 2171 2497 9.66 11.11F2 2664 3064 11.85 13.63 1892 2176 8.42 9.68F1 3767 4333 16.76 19.27 2675 3076 11.90 13.68F2 2697 3102 12.00 13.80 1915 2202 8.52 9.80

1) Factored resistances are shown per angle, and may be doubled if installed in pairs. When using a single angle, joist must be constrained from rotation. 2) For 1-1/2" lumber where 10d nails are specified, use 10d x 1-1/2" nails and apply 0.90 adjustment factor to the table value. 3) NAILS: 10d x 1-1/2 nails are 0.148" dia. x 1-1/2" long, 10d nails are 0.148" dia. x 3" long, 16d nails are 0.162" dia. x 3-1/2" long. New products or updated product information are designated in blue font.

10d x 1-1/2

10d x 1-1/2

10

8

2-1/2 9 10

16d

8

JA9 -- 14 2-1/2 16d

JA7 -- 14 2-1/2 2-1/2 7 16d

JA5 -- 14 2-1/2 2-1/2 5 6 10d x 1-1/26

2

10d

4

2 10d x 1-1/2 10d x 1-1/2

10d x 1-1/2 JA3 -- 14 2-1/2 2-1/2 3 4 16d

JA1 A21 16 1-1/2 1-1/2 1-1/4

10d AC7 L70 16 1-5/16 2-3/8 6-15/16

AC9 L90 16 1-5/16 2-3/8 8-7/8

4 10d 4

5 10d 5

10d AC5 L50 16 1-5/16 10d32-3/8 4-7/8 3

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of Load

LbskN

10d x 1-1/2

MiTekStock No.

SteelGauge

Dimensions (in)

Lbs


Header Joist

10d x 1-1/2 41-7/16 2-3/4 4 A3 A23, GA1, GA2, L30

18 1-7/16





Typical MP rafter support installation

Typical MP installation MP

Typical JA1 installation

JA3JA1


Typical AC installation

Typical A3 installation

AC

Adjust 45° to 180° (flat)

F1

L

2-1/4" 2-1/4"

A3

1-7/16

2-3/4

1-7/16

L

W1 W2

W2

W1

L W1 W2

L

F3

F3F2

F1

F1

F3

F2F3

F1

F1

F3

F3

F1

F1

F2

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ML angles are multi-purpose angles that install easily with WS15 wood screws. The staggered fastener pattern allows for back-to-back installations.

Materials: 12 gau geFinish: G-185 galvanizing

Installation:• Use all specified fasteners. See Product Notes, page 19.• WS15 (1/4" dia. x 1-1/2" long) are not supplied with ML angles.

ML26-TZ(ML24-TZ similar)

RBC Roof Boundary Clip

Ref. No. W H Qty Type Qty Type Unit 100% 115% 100% 115%Lbs 1100 1265 780 900kN 4.89 5.63 3.47 4.00Lbs 1890 2175 1340 1545kN 8.41 9.68 5.96 6.87

1) Factored resistances have been increased 15% for short-term, duration loading; no further increase allowed. 2) WS15 Wood Screws are 1/4" diameter x 1-1/2" long and are not included with angles. 3) For exterior applications use WS15-EXT screws with the exterior coat finish.

MiTekStock No.

SteelGauge

Header Joist

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Dimensions (in) Fastener Schedule2,3

ML26-TZ

ML24Z

ML26Z

12 2

12 2

ML24-TZ

6

3

4

WS15

WS15 4 WS15

4 WS15 3

Typical ML26-TZinstallation

(ML24-TZ similar)

Framing plate designed to connect roof blocking to a wall top plate.


Installation:• Use all specified fasteners. See Product Notes, page 19.• Field adjustable from 0º to 90º.• Bend angle only once.

ML Angles

Angles & Straps

Ref. No. W H Qty Type2 Qty Type2 Lbs kN Lbs kNWood to Wood 6 10d x 1-1/2 6 10d x 1-1/2 990 4.40 615 2.74Wood to CMU 3 1/4" Tapcon 6 10d x 1-1/2 735 3.27 525 2.34

1) Loads shown are for a single roof boundary clip. 2) Use ITW Buildex 1/4" x 1-1/2" Tapcon fasteners; or equal, installed in accordance with manufacturer's specification. 3) NAILS: 10d x 1-1/2 nails are 0.148" diameter by 1-1/2" long.

SteelGauge

MiTekStock No.

Dimensions (in)

Top Plate Blocking


F1 115%F1 115%InstallationType



RBC RBC 20 4-1/4 6

WW

H

F1


(ML24-TZ similar)

Typical RBC top-plate to outside of blocking installation

Typical RBCconcrete block wall to blocking installation

Typical RBC top-plate to inside of blocking installation

RBCTypical RBC

1" foamboard installation

F1

Up to 3/4" gap

WH

Up to 3/4" gap

Up to 3/4" gap

Up to 3/4" gap




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MP34 – Framing angle without tabs.

MPA1 – Tabs enable two and three-way connections.

MP4F – Connects 2x framing with floor sheathing up to 5/8".

MP6F – Connects 3x framing with floor sheathing up to 3/4". Better choice for connections where floor sheathing is between sole plate and rim board.

Materials: See chartFinish: G90 galvanizingOptions: See chart for Corrosion Finish Options on page 85.Codes: Load values are derived from data submitted to various North American building code evaluators.

MP / MPA / MPF Multi-Purpose Framing Angles

MP34MPA1-GC

MPA1 Typical MP34 installation

Typical MPA1joist / header installation

Typical MPA1rafter / plate installation

Typical MPA1stud / plate installation

MPF

Typical MP34joist / header installation

2-1/2"

1-1/2"1-7/16"

Embossed plate lines

MP4F=1"MP6F= 1-3/4"

MP4F=3"MP6F= 3-3/4"

4-1/4"

Angles & Straps

Figure 1 Figure 3 Figure 2 Figure 4

Typical MPF installation

Type 1

Type 2

MP6FV

H

MP4F

MP4F

Sheathing

Type 1

Type 2

4-1/2"

1-7/16"1-1/2"

F3F2

F3

F1

F1

F3F2

F3

F1

F1

B1

C1

A1

B2

C2

A2


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MP / MPA / MPF Multi-Purpose Framing Angles

Ref. No. Qty Type Qty Type 100% 115%1 100% 115%1 100% 115%1 100% 115%1

6 8d x 1-1/2 6 8d x 1-1/2 F1 1115 1280 4.96 5.69 790 910 3.51 4.056 8d x 1-1/2 6 8d x 1-1/2 F2 1300 1300 5.78 5.78 925 925 4.11 4.116 8d x 1-1/2 3 8d x 1-1/2 A1 685 785 3.05 3.49 485 555 2.16 2.476 8d x 1-1/2 3 8d x 1-1/2 B1 510 585 2.27 2.60 360 415 1.60 1.856 8d x 1-1/2 3 8d x 1-1/2 C1 525 600 2.34 2.67 370 425 1.65 1.896 8d x 1-1/2 6 8d x 1-1/2 A2 830 955 3.69 4.25 590 675 2.62 3.006 8d x 1-1/2 6 8d x 1-1/2 B2 460 525 2.05 2.34 325 375 1.45 1.676 8d x 1-1/2 6 8d x 1-1/2 C2 610 705 2.71 3.14 435 500 1.94 2.224 8d x 1-1/2 4 8d x 1-1/2 F1 855 985 3.80 4.38 675 775 3.00 3.454 8d x 1-1/2 4 8d x 1-1/2 F2 1025 1175 4.56 5.23 805 925 3.58 4.114 8d x 1-1/2 4 8d x 1-1/2 F3 555 555 2.47 2.47 435 435 1.93 1.936 8d x 1-1/2 6 8d x 1-1/2 V 1380 1585 6.14 7.05 980 1125 4.36 5.006 8d x 1-1/2 6 8d x 1-1/2 H 1380 1585 6.14 7.05 980 1125 4.36 5.006 8d x 1-1/2 6 8d x 1-1/2 V 1380 1585 6.14 7.05 980 1125 4.36 5.006 8d x 1-1/2 6 8d x 1-1/2 H 1380 1585 6.14 7.05 980 1125 4.36 5.006 8d 6 8d V 1380 1585 6.14 7.05 980 1125 4.36 5.006 8d 6 8d H 1380 1585 6.14 7.05 980 1125 4.36 5.006 8d 6 8d V 1380 1585 6.14 7.05 980 1125 4.36 5.006 8d 6 8d H 1380 1585 6.14 7.05 980 1125 4.36 5.006 8d x 1-1/2 6 8d x 1-1/2 V 995 1145 4.43 5.09 705 815 3.14 3.636 8d x 1-1/2 6 8d x 1-1/2 H 995 1145 4.43 5.09 705 815 3.14 3.636 8d x 1-1/2 6 8d x 1-1/2 V 995 1145 4.43 5.09 705 815 3.14 3.636 8d x 1-1/2 6 8d x 1-1/2 H 995 1145 4.43 5.09 705 815 3.14 3.636 8d 6 8d V 995 1145 4.43 5.09 705 815 3.14 3.636 8d 6 8d H 995 1145 4.43 5.09 705 815 3.14 3.636 8d 6 8d V 995 1145 4.43 5.09 705 815 3.14 3.636 8d 6 8d H 995 1145 4.43 5.09 705 815 3.14 3.63

1) Factored resistances have been increased 15% for short-term loads such as wind and earthquake; no further increase allowed. 2) Refer to previous page for installation type and definition of the various load directions. 3) If installing MP4F or MP6F over plywood, use 8d common nails for 100% of table load. 4) Factored resistances shown are per angle. When using a single anchor, joist must be constrained from rotation. 5) NAILS: 8d x 1-1/2 nails are 0.131" dia. x 1-1/2" long, 8d nails are 0.131" x 2-1/2" long. New products or updated product information are designated in blue font.

MPA1 18

Figure 1

Figure 2

Figure 3

MiTekStock No.

Installation

Type2

LbsDirection

of Load2

LbsHeader or Stud Joist or PlateSteelGauge

kN

A34 18 Figure 4

kN

Fastener Schedule3,5 DF Factored Resistance3,4 S-P-F Factored Resistance3,4

A35

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MP6F LTP5 20

Type 1

Type 2

Type 1

Type 2

MP4F LTP4 20

Type 1

Type 2

Type 1

Type 2

MP34




Installation:• Use all specified fasteners. See Product Notes, page 19.• Bend tabs only once.• MP4F connects 2x framing with floor sheathing up to 5⁄8".• MP6F connects 3x framing with floor sheathing up to 3⁄4".

Better choice for connections where floor sheathing is between sole plate and rim board.

Angles & Straps

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RSPT / SPT / TSP Stud Plate Ties

RSPT – 18 or 20 gauge.

SPT – 20 gauge.

TSP – 16 gauge. Optional diamond holes for various uplift capacities with Min and Max nailing configurations.


Installation:• Use all specified fasteners. See Product

Notes, page 19.• TSP Min Nailing – Fill all round holes.• TSP Max Nailing – Fill all round and

diamond holes.

Ref. No. W H L Qty Type Qty Type UnitLbs 585 285 315 505 245 270kN 2.60 1.27 1.40 2.25 1.09 1.20Lbs 755 695 325 650 600 280kN 3.36 3.09 1.45 2.89 2.67 1.25Lbs 1125 695 325 970 600 280kN 5.00 3.09 1.45 4.31 2.67 1.25Lbs 1355 845 310 1165 725 265kN 6.03 3.76 1.38 5.18 3.23 1.18Lbs 740 635kN 3.29 2.82Lbs 1115 960kN 4.96 4.27Lbs 740 675kN 3.29 3.00Lbs 1300 565 295 1170 520 270kN 5.78 2.51 1.31 5.20 2.31 1.20Lbs 1345 565 295 1235 520 270kN 5.98 2.51 1.31 5.49 2.31 1.20

1) Factored resistances have been increased 15% for short-term loads such as wind and earthquake; reduce for other load durations in accordance with the code. 2) SPT22, SPT24, and SPT44: the two nails fastened to the wide face of the stud must be driven 30° from the perpendicular on the horizontal plane. 3) TSP factored lateral resistance for DF: F3 = 315 lb (1.40 kN), F4 = 365 lb (1.62 kN). For SPF: F3 = 290 lb (1.29 kN), F4 = 335 lb (1.49 kN). 4) NAILS: 8d x 1-1/2 nails are 0.131" dia. x 1-1/2" long, 10d x 1-1/2 nails are 0.148" dia. x 1-1/2" long, 10d nails are 0.148" dia. x 3" long, 16d nails are 0.162" dia. x 3-1/2" long. New products or updated product information are designated in blue font.

-- --

10d x 1-1/2

6 10d

-- --

6 16d 6 16d

---- --

-- -- --

3 10d x 1-1/2 3 10d x 1-1/2

9 10d x 1-1/26

SPT44 -- 20 3-9/16 6-3/4

4 10d x 1-1/2 4 10d x 1-1/2 -- RSPT6 SSP 18 1-1/2 5-7/16

--

10d

8 10d x 1-1/2 6 10d x 1-1/2

4 10d 4 10d

6 10d 6

4 8d x 1-1/2 4 8d x 1-1/2

16 TSP

1-1/2

2-3/4

1-9/16

1-9/16

1-5/8

DSP

4-1/8

20

18 --

--

6-1/2

4-3/8 3-1/2

5-5/8 3-1/2

5-7/16

7-7/8

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Stud


SPFFactored Resistance1

Uplift115%

F1115%

F2115%

F1115%

F2115%

Uplift115%

RSPT6-2

TSP 3

Dimensions (in)

SteelGauge

MiTekStock No.

SPT24 SP2

RSPT4

SPT22

RSP4

SP1

20

20

--

--




Angles & Straps

Typical SPT24 installation

RSPT6-2 installation Typical RSPT4 single plate installation

Typical RSPT4 double plate installation

RSPT4

H

W

Reinforcementribs

Holding cleat

H

L

W

5-7/16"

1-1/2"

5-7/16"

2-3/4"

H

1-5/8"

W

additional diamond holes for max nailing

standard round holes for

min nailing

Typical TSP top plate installation (max nailing)

Typical TSP-TZ mudsill installation (min nailing)

UpliftF1

F1

F2

F2

Uplift

F3

F2

F4

F1

Uplift

F3

F2

F4

F1

Uplift

SPT22 RSPT6-2RSPT6 TSP

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SPT / SPTH / SPTHW Stud Plate Ties

SPT – 20 gauge. Ties single and double plates to studs.

SPTH – Heavier 18 gauge version of SPT.

SPTHW – 18 gauge. Attaches plate to studs over 1/2" sheathing.


Installation:• Use all specified fasteners. See Product Notes, page 19.

Ref. No. W H Qty Type Lbs kN Lbs kN SPT4 SP4 20 3-9/16 6-7/8 6 10d x 1-1/2 960 4.27 825 3.67 SPTH4 SPH4 18 3-9/16 8-5/8 12 10d x 1-1/2 1275 5.67 1095 4.87 SPTHW4 SPH4R 18 4-1/16 8-3/8 12 10d x 1-1/2 1275 5.67 1095 4.87 SPT6 SP6 20 5-9/16 7-5/8 6 10d x 1-1/2 960 4.27 825 3.67 SPTH6 SPH6 18 5-9/16 9-3/8 12 10d x 1-1/2 1275 5.67 1095 4.87 SPTHW6 SPH6R 18 6-1/16 9-1/8 12 10d x 1-1/2 1275 5.67 1095 4.87 SPT8 SP8 20 7-5/16 8-1/2 6 10d x 1-1/2 960 4.27 825 3.67 SPTH8 SPH8 18 7-5/16 8-1/2 12 10d x 1-1/2 1275 5.67 1095 4.87

1) Factored resistances have been increased 15% for short-term loads such as wind and earthquake; reduce for other load durations in accordance with the code. 2) NAILS: 10d x 1-1/2" nails are 0.148" dia. x 1-1/2" long.

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4x

6x

8x

Fastener

Schedule2Dimensions (in)

SteelGauge

StudSize

MiTekStock No.




SPTHW SPTH

Typical SPT4 installation

SPT

Angles & Straps

H

W

1-1/4"

H

W

1-1/4"W

H

1-1/4"

88

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Copyright © 2018 M


SFC Framing Clips

Framing clips replace end cripples under window sills.

Materials: 16 gaugeFinish: G90 galvanizing


Header Hangers support headers in door and window framing. Helps to eliminate cracks in drywall, plaster, or stucco over windows and doors. These products also provide anchorage and support for heavy fence rails, struts, or gate post cross brackets.



HH Header Hangers

Ref. No. W H D Qty Type Qty Type 100% 115% 100% 115%

SFC6 FC6 16 5-1/2 2-1/2 2-1/2 5 16d 5 16d 775 995 1145 650 835 960


Fastener Schedule2

Uplift115%

Uplift115%

F1

DF


SPF


MiTekStock No.

SteelGauge

Dimensions (in)

F1

Header Joist

Ref. No. W H Qty Type Qty Type UnitLbs 1785 915 850 1500 590 715kN 7.94 4.07 3.78 6.67 2.62 3.18Lbs 2385 1365 1365 2000 885 1150kN 10.61 6.07 6.07 8.90 3.94 5.12


3-9/16 3-1/4

5-1/2 5-1/4

F1100%

4 16d 9 16d

6 16d 12 16d

HH44

HH66

HH4

HH6

16

16


F2115%

F3115%

F1100%

F2115%

F3115%


MiTekStock No.

SteelGauge

Dimensions (in)

Header Stud

Fastener Schedule2

Typical SFC6 installation

HH44

SFC6

Typical HH44 installation

2"W

H

3-3/4"

W

DH

Angles & Straps

Uplift

F1

F4

F4F2

F3

F1

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LJC / LJQ Lateral Joist Connectors

The LJC-TZ and LJQ-TZ Lateral Joist Connectors transfer lateral loads at the top foundation to the floor joists. The fastening patterns meet I-joist manufacturer recommendations.

LJC-TZ – fastens the top side of the sill plate to the underside of the floor joist preventing splitting of the bottom chord flanges, and can be installed after the floor system has been installed. The product is load rated for use with dimension lumber floor joists as well as I-joist. It can also be used with cantilevered floor joists.

LJQ-TZ – is a higher capacity connector designed for higher loads. It is similar in design to a joist hanger with a seat for the floor joist to bear against and utilizes wood screws to fasten to the sill plate. WS15-EXT Wood Screws (included) provide quick installation without the need to predrill holes.

Materials: See chartFinish: G-185 galvanizingCodes: Load values are derived from data submitted to various North American building code evaluators.

Installation:• Use all specified fasteners. See Product Notes, page 19.• LJC-TZ – Installs after the floor joist has been placed with a

minimum of (12) 8d x 1-1/2" HDG nails.• LJQ-TZ – Installs with (4) WS15-EXT Wood Screws.

WS15-EXT Wood Screws are 1/4" diameter x 1-1/2" long and are included with LJQ-TZ connectors.

Ref. No. W L D Qty Type Lbs kN Lbs kN Lbs kN Lbs kN LJC-TZ -- 18 3-3/16 8 -- 12 8d x 1-1/2 HDG 1310 5.83 1310 5.83 930 4.14 930 4.14 LJQ15-TZ -- 16 1-9/16 3 1-1/2 4 WS15-EXT 1880 8.36 1880 8.36 1335 5.94 1335 5.94 LJQ17-TZ -- 16 1-13/16 3 1-1/2 4 WS15-EXT 1880 8.36 1880 8.36 1335 5.94 1335 5.94 LJQ20-TZ -- 16 2-1/8 3 1-1/2 4 WS15-EXT 1880 8.36 1880 8.36 1335 5.94 1335 5.94 LJQ23-TZ -- 16 2-5/16 3 1-1/2 4 WS15-EXT 1880 8.36 1880 8.36 1335 5.94 1335 5.94 LJQ25-TZ -- 16 2-9/16 3 1-1/2 4 WS15-EXT 1880 8.36 1880 8.36 1335 5.94 1335 5.94 LJQ35-TZ -- 16 3-9/16 3 1-1/2 4 WS15-EXT 2205 9.81 2205 9.81 1565 6.96 1565 6.96

1) WS15-EXT wood screws are 1/4" x 1/2" and are included with LJQ-TZ connector. 2) NAILS: 8d x 1-1/2 nails are 0.131" dia. x 1-1/2" long.

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Stock No.Steel

Gauge

FastenerSchedule1,2

I-Joist2x I-Joist 2x

DFFactored Resistance (100%)

S-P-FFactored Resistance (100%)

Dimensions (in)

LJC-TZ LJQ-TZ

Typical LJC-TZ installation

Typical LJQ-TZ installation

L

D

W

F2F2

Angles & Straps




W

L

1/2"

90

Angl

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Copyright © 2018 M


Typical SCA9-TZ installation

SCA9-TZ


SCA Stair Angles

Stair angles simplify stair construction. There is no need to calculate and notch stair stringers. Stronger and safer than wood blocking, and the angle and fasteners are hidden from view.

Materials: 12 gaugeFinish: G-185 galvanizingCodes: Load values are derived from data submitted to various North American building code evaluators.

Installation:• Use all specified fasteners. See Product Notes, page 19.• WS15-EXT (1/4" dia x 1-1/2" long) wood screws are not

supplied with SCA angles.• Use the SCA9-TZ for single 2x10 stair treads. Use the

SCA10-TZ for double 2 x 6 stair treads. • To calculate stair construction do the following:

1. Find the number of steps needed by taking the vertical drop from the deck surface to grade. Divide by 7. Round off to the nearest whole number. (Ex: Vertical drop of 39" divided by 7 equals 5.57" rounded off is 6")

2. Find the step rise by dividing the vertical drop by the number of steps (39" divided by 6 = 6.5")

3. Find the step run by measuring the depth of your tread board (Ex: (2) 2x6s have a run of 11-1⁄4")

4. Find the stairway span by multiplying the run by the number of treads minus one (Ex: 11-1⁄4" x 5 = 56-1⁄4")

• Using the above calculations, mark stair angle locations on each stringer. Attach a stair angle to the inside of each stringer at the marked locations. Attach stringers to deck rim joist and railing posts. Position treadboards on angles and fasten from below.

Ref. No. w L Qty Type Lbs kN Lbs kN

SCA9-TZ TA9Z 12 1-3/8 9 6 WS15-EXT 1925 8.56 1365 6.07

SCA10-TZ TA10Z 12 1-3/8 10 8 WS15-EXT 1925 8.56 1365 6.07

1) Loads assume rise over run of 7/11. 2) WS15-EXT Wood Screws are 1/4" dia. x 1-1/2" long and are not included with SCA angles. 3) HDG lag screws may be substituted for specified WS15-EXT screws with no load reduction.

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Stock No.Steel

Gauge

Down 100%1 Down 100%1



Fastener

Schedule2,3Dimensions

(in)

L 1-3/8"

1-3/8"

Materials: 7 gaugeFinish: Hot-dip galvanized

Installation:• Install with (2) 1/2" x 2-1/2" HDG lag screws into each leg.

ANJ Heavy Angle

Ref. No. W H L Qty Qty Lbs kN Lbs kN

ANJ44S-HDG -- 7 3-1/2 4 4 2 1/2" HDG 2 1/2" HDG 845 3.76 600 2.67

1) Loads based on use of (2) 1/2" x 2-1/2" lag screws, loaded parallel to grain.

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MiTekStock No.

SteelGauge

Header Joist

Fastener Schedule1

Lag Screw

Lag Screw

Dimensions (in)

F2 (115%)

ANJ44S-HDGTypical ANJ44S-HDG installation

4"

4"

3-1/2"







F2

Angles & Straps

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KHL Heavy Angles

Designed for heavy-duty reinforcement of 90° framing intersections.

Materials: See chartFinish: PrimerOptions: See chart for Corrosion Finish Options

Installation:• Use all specified fasteners. See Product Notes, page 19.• Connectors are not load rated.

Typical KHL35 installation KHL55

These multi-purpose braces are designed to provide reinforcement for 90° wood-to-wood connections.



B / BL Corner Braces

Gussets

Ref. No. W1 W2 L D1 D2 D3 D4 Qty Dia (in) Qty KHL33 HL33 7 3-1/4 3-1/4 2-1/2 1-1/4 -- 2 -- 2 5/8 -- KHL35 HL35 7 3-1/4 3-1/4 5 1-1/4 2-1/2 2 -- 4 5/8 -- KHL35G HL35G 7 3-1/4 3-1/4 5 1-1/4 2-1/2 2 -- 4 5/8 1 KHL37 HL37 7 3-1/4 3-1/4 7-1/2 1-1/4 2-1/2 2 -- 6 5/8 -- KHL335 SPECANGLE 3 3-1/2 5-1/4 3-1/2 -- -- -- -- 4 1/2 -- KHL43 HL43 3 4-1/4 4-1/4 3 1-1/2 -- 2-3/4 -- 2 3/4 -- KHL46 HL46 3 4-1/4 4-1/4 6 1-1/2 3 2-3/4 -- 4 3/4 -- KHL49 HL49 3 4-1/4 4-1/4 9 1-1/2 3 2-3/4 -- 6 3/4 -- KHL53 HL53 7 5-3/4 5-3/4 2-1/2 1-1/4 -- 2 2-1/2 4 5/8 -- KHL55 HL55 7 5-3/4 5-3/4 5 1-1/4 2-1/2 2 2-1/2 8 5/8 -- KHL57 HL57 7 5-3/4 5-3/4 7-1/2 1-1/4 2-1/2 2 2-1/2 12 5/8 -- KHL73 HL73 3 7-1/4 7-1/4 3 1-1/2 -- 2-3/4 3 4 3/4 -- KHL76 HL76 3 7-1/4 7-1/4 6 1-1/2 3 2-3/4 3 8 3/4 -- KHL79 HL79 3 7-1/4 7-1/4 9 1-1/2 3 2-3/4 3 12 3/4 --

1) All bolts shall meet or exceed the specifications of ASTM A 307.

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Dimensions (in)

Bolts1MiTek

Stock No.Steel

Gauge

Fastener Schedule

Ref. No. W L Qty Type Qty Dia (in) B23 -- 12 2 2-5/8 6 16d -- -- B24 -- 12 2 3-5/8 8 16d -- -- BL3 A33 12 1-1/4 3-1/16 8 16d -- -- BL4 A44 12 1-1/4 4-13/16 10 16d -- -- BL6 -- 12 1-1/4 6-9/16 12 16d -- -- BL8 -- 12 1-1/4 8-5/16 14 16d -- -- B66 A66 12 1-1/2 6 -- -- 4 3/8 B88 A88 12 2 8 -- -- 6 3/8

1) Bolts shall conform to ASTM A 307 or better. 2) NAILS: 16d nails are 0.162" dia. x 3-1/2" long.

Dimensions (in)

MiTekStock No.

SteelGauge

Bolts1Nails2

Fastener Schedule

Some model designs may vary from

illustration shown




KHL335

KHL35G

Gusset

B66 B23

Typical B66installation

BL4

L

W

L

L

L

W

L

W1

W2

D2 D1

D3

D4

Angles & Straps

92

Angl

es &

Str

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Copyright © 2018 M


SDPT Strap Post Ties

Angles & Straps

Connects 2x4 stair posts and 4x4 posts to deck rim joist or stair stringers.


Installation:• Use all specified fasteners. See Product Notes, page 19. • Install units in pairs on 2x4 (SDPT5-TZ) or 4x4 (SDPT7-TZ)

post. Space the connectors 5" apart from center to center on the post. Use through bolts to fasten connectors to rim joist or stringer. Do not use lag bolts. Fasten to post with specified nails (see chart).

Ref. No. Qty Type Qty Type 2 x 4 SDPT5-TZ DPT5Z 14 5 10d x 1-1/2 HDG 2 3/8 HDG 4 x 4 SDPT7-TZ DPT7Z 14 5 10d x 1-1/2 HDG 2 3/8 HDG

1) Bolts shall conform to ASTM A 307 or better. 2) NAILS: 10d x 1-1/2" nails are 0.148" dia. x 1-1/2" long.

PostSize

MiTekStock No.

SteelGauge


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SDPT7-TZ

SDPT5-TZ

Typical SDPT7-TZinstallation

1-1/2"

1-1/2"

3-1/2"

3-1/2"

3-1/2"

3-1/2"




Typical SDJT14-TZinstallation

SDJT Joist Tie

Secures 2x joists to posts.


Installation:• Use all specified fasteners. See Product Notes, page 19. • Use with 2x lumber for joists (minimum height is 2x4).

Install with either specified nails or through bolts. Do not use lag bolts. To ease installation, attach to 4x4 post first.

Post Size Ref. No. Qty Type Unit 100% 100%Lbs 1615 1355kN 7.18 6.03Lbs 2015 1695kN 8.96 7.54

1) Bolts shall conform to ASTM A 307 or better. 2) NAILS: 16d nails are 0.162" dia. x 3-1/2" long.

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SDJT14-TZ 4 x 48

DJT14Z16d HDG

2 3/8 HDG14

MiTekStock No.

SteelGauge

Fastener Schedule1,2 DF Factored Resistance


SDJT14-TZ




2-3/4"

3-1/8"

3-1/8"

93

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Ornamental notching provides architectural appearance for exposed applications.

Materials: See chartFinish: Primer

Installation:• Use all specified fasteners. See Product Notes, page 19.• Connectors are not load rated.

L12-0

KHL33-O

T1212-0

Ornamental

L / T – 14 gauge medium-capacity straps fasten with either nails or bolts.

LH / TH – 7 gauge heavy-capacity bolt-on strap.

Materials: See chartFinish: G90 galvanizing; LH / TH – Primer; TH12-HDG – Hot-dip galvanized.Options: See chart for Corrosion Finish Options. Available for special order in black primer coated finish.

Installation:• Use all specified fasteners. See Product Notes, page 19.• Straps are not load rated.

L / LH / T / TH Straps


illustration shown

Description Ref. No. W H L Qty Dia (in) KHL33-O OHA33 7 3-1/4 -- 2-1/2 2 5/8 KHL36-O OHA36 7 3-1/4 -- 6 4 5/8 KHST64-O OHS135 7 6 -- 13-1/2 4 3/4 ST12-O OS 12 2 -- 12 4 1/2 L12-O OL 12 2-1/2 11-7/8 11-7/8 5 1/2 LH12-O OHL 7 2-1/2 11-7/8 11-7/8 5 5/8 T1212-O OT 12 2-1/2 11-7/8 14-1/2 6 1/2 TH12-O OHT 7 2-1/2 11-7/8 11-1/8 4 5/8 TH16-O -- 7 2-1/2 11-7/8 16-1/8 6 5/8

1) All bolts shall meet or exceed the specifications of ASTM A 307.

'T' Strap

MiTekStock No.

SteelGauge

Dimensions (in) Bolt Schedule1

Heavy Angle

Strap Tie

'L' Strap

Ref. No. W H L Qty Dia (in) Qty Type T6 66T 14 1-1/2 5 6 3 1/2 12 16d T8 -- 14 2 8 8-1/2 3 1/2 12 16d T12 128T 14 2 8 12 3 1/2 12 16d T1212 1212T 14 2 12 12 3 1/2 12 16d L6 66L 14 1-1/2 6 6 2 1/2 8 16d L8 88L 14 2 8 8 2 1/2 8 16d L12 1212L 14 2 12 12 3 1/2 12 16d

TH12-HDG 1212HT, 1212HTHDG

7 2-1/2 12 12 6 5/8 -- --

TH16 1616HT 7 2-1/2 16 16-1/4 6 5/8 -- -- LH12 1212HL 7 3 12 12 5 5/8 -- -- LH16 1616HL 7 2-1/2 16 16 7 5/8 -- --

1) All bolts shall meet or exceed the specifications of ASTM A 307. 2) NAILS: 16d nails are 0.162" dia. x 3-1/2" long.

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Dimensions (in)

MiTekStock No.

SteelGauge

Nails2Bolts1

Fastener Schedule



Corrosion Finish Stainless Steel Gold Coat HDG Triple Zinc L

H

W

2-1/2"

3-1/4"

3-1/4"

H

L

W

L6

LH12

T6

TH16

H

L

W

H

L

W

Angles & Straps

94

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Copyright © 2018 M


CMST / CMSTC / RS Coiled Strapping

Coiled strapping enables cut-to-length convenience for a variety of immediate job site needs.

CMST – 3" wide strapping features diamond nail holes to provide nailing options and reduce wood splitting.

CMSTC – 3" wide strapping is designed for high load conditions. Engineered to reduce wood splitting.

RS – 1-1⁄4" wide strapping packaged in cartons containing 25-foot or longer coils.


Installation:• Use all specified fasteners. See Product Notes, page 19. • For safety, always wear gloves when handling

or cutting coiled strapping. • CMST installations: Install to a minimum 2 ply 2x edge.

Increase nail spacing if wood begins to split.• Designer may specify alternate nailing schedules. Refer to

Nail Specification Table on page 22 for nail shear values. Load values shall not exceed published factored resistance.

Ref. No. Qty Type 100% 115% 100% 115% 100% 115% 100% 115% Clear Span + 42 21 1-1/2 Clear Span + 84 42 3 Clear Span + 56 28 64 16d 1-3/4 9945 9945 44.24 44.24 8960 9945 39.86 44.24 Clear Span + 136 68 3-1/2 Clear Span + 268 134 7 Clear Span + 80 40 88 16d 1-3/4 13975 13975 62.17 62.17 12320 13975 54.80 62.17 Clear Span + 184 92 3-1/2 Clear Span + 368 184 7 Clear Span + 12 6 16 10d 1-1/2 1390 6.18 Clear Span + 14 7 18 8d 1-1/2 1295 5.76 Clear Span + 12 6 16 10d 1-1/2 1390 6.18 Clear Span + 14 7 18 8d 1-1/2 1295 5.76 Clear Span + 14 7 18 10d 1-1/2 1595 7.10 Clear Span + 16 8 20 8d 1-1/2 1500 6.67 Clear Span + 14 7 18 10d 1-1/2 1595 7.10 Clear Span + 16 8 20 8d 1-1/2 1500 6.67 Clear Span + 16 8 20 10d 1-1/2 2010 8.94 Clear Span + 18 9 24 8d 1-1/2 2010 8.94 Clear Span + 16 8 20 10d 1-1/2 2010 8.94 Clear Span + 18 9 24 8d 1-1/2 2010 8.94 Clear Span + 16 8 20 10d 1-1/2 2010 8.94 Clear Span + 18 9 24 8d 1-1/2 2010 8.94 Clear Span + 18 9 24 10d 1-1/2 2645 11.77 Clear Span + 22 11 28 8d 1-1/2 2610 11.61 Clear Span + 18 9 24 10d 1-1/2 2645 11.77 Clear Span + 22 11 28 8d 1-1/2 2610 11.61 Clear Span + 24 12 30 10d 1-1/2 3565 15.86 Clear Span + 30 15 38 8d 1-1/2 3605 16.04 Clear Span + 24 12 30 10d 1-1/2 3565 15.86 Clear Span + 30 15 38 8d 1-1/2 3605 16.04

1) Factored resistances have been increased 15% for short-term loads such as wind and earthquake; no further increase allowed. 2) Fasteners to be installed with equal fasteners at each end of the connection. 3) 16d sinker nails may be substituted for 10d nails with no load reduction. 4) NAILS: 8d nails are 0.131" dia. x 2-1/2" long, 10d nails are 0.148" dia. x 3" long, 16d nails are 0.162" dia. x 3-1/2" long.

RS14-R CS14-R 14 25

RS14-100 CS14 14 100

RS16-R CS16-R 16 25

2100 9.34 9.34

2645 2645 11.77 11.77

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RS150 CS16 16 150

RS22-R CS22-R 22 25

RS20-R CS20-R 20 25

RS18-R CS18-R 18 25

RS250 CS20 20 250

RS200 CS18 18 200

RS100 CS18S 18 100

RS300 CS22 22 300

13975 13975 62.17 62.17 12355 CMST12 CMST12 12 40

29.60 31.457070

104 10d

44.24 44.24 903010d 9945 9945

54.96 62.1713975

Tensile (kN)End

Length(in)



CoilLength

(ft)

6655

CMST14 CMST14 14 52-1/276

10d 7070 7070 31.45 31.45 CMSTC16 CMSTC16 16 54 56

9945 40.17 44.24

CutLength (in)

Rim Joist Installation Fastener Schedule2,3,4 Nail

SpacingO.C. (in)

MiTekStock No.

SteelGauge

Tensile (Lbs) Tensile (kN) Tensile (Lbs)

1595 1595 7.10 7.10

1595 1595 7.10 7.10

1415 1415 6.29 6.29

1415 1415 6.29 6.29

2100 2100 9.34 9.34

2100 2100 9.34 9.34

3920 3920 17.44 17.44

2100

1415

1415

1595

1595

2100

2100

2100

2645

2645

3920

3920

2645 2645 11.77 11.77

3920 3920 17.44 17.44

17.44

9.34

9.34

11.77

11.77

17.44

6.29

6.29

7.10

7.10

9.34




Typical RSrim joist installation

CMST similar

RS CMSTC16 CMST

3/4"

1/2"

3/8"

1-1/4"

1"

1-1/2"

3"

1-3/4"

3-1/2"

1-1/2"

1" min.

Cut length

End length

Optional nails (wood shrinkage may occur and cause strap to

buckle outward)

Clear span

3"

2-1/4"

3/4"

3"1-1/2

Angles & Straps

End length

95

Angles & Straps

Copy

right

© 2

018

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ek In

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Inc.

All

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eser

ved

HRS / HTP / KST / KSTI / LSTA / LSTI / MSTA / MSTC / ST Strap Ties

HRS – 12 gauge, 1-3/8" or 3-1/4" wide strapping.

LSTA – 20 or 18 gauge, light-capacity 1-1/4" wide strapping.

LSTI – 3-3/4" wide strap ties provide tension load path for truss top chords. The nail pattern accommodates open web trusses with double top chord.

MSTA – 18 or 16 gauge, medium-capacity 1-1/4" wide strapping.

HTP – 16 gauge, medium-capacity 3" wide strapping.

ST – 16 gauge, medium-capacity 1-1/4" wide strapping.

MSTC – 3" wide strapping. Slotted hole design allows for higher load capacities and reduces splitting of lumber when attached to multiple 2x members.

KST – 3/4", 1-3/4", or 2-1/16" wide strapping. Straps can be fastened using either nails or bolts. Some KST straps install only with nails.

KSTI – 2-1/16" wide strapping. Straps are designed for installation to wood I-Joist flanges.


illustration shown

Angles & Straps

KST scalloped

design

LSTA/MSTA KSTI MSTC LSTI KST116 ST

KSTstraight edge

design

HRS

1-3/8"

L HRS1

2HR

S8HR

S6

HTP37-TZ HRS416-TZ

16"

3-1/4"

3"

7"

W

KST2

9 9

-7/1

6"KS

T213

12-

11/1

6"KS

T216

15-

15/1

6"KS

T218

19-

3/16

"KS

T224

22-

7/16

"KS

T234

32-

3/16

"

2-1/16"

1-1/2"

KST2

27 2

7"KS

T237

37-

1/2"

KST2

48 4

8"KS

T260

60"

KST2

72 7

2"

4-1/2"

1-1/2"

1-1/4"

LSTA

/MST

A 9

"LS

TA/M

STA

12"

LSTA

/MST

A 1

5"LS

TA/M

STA

18"

LSTA

/MST

A 2

1"LS

TA/M

STA

24"

LSTA

/MST

A 3

0"LS

TA/M

STA

36"

MST

A 4

8" s

imila

r

2-1/16"

KSTI

226

26"

KSTI

236

36"

KSTI

248

48"

KSTI

260

60"

KSTI

272

72"

3"1-1/2"

MST

C28

28-

1/4"

MST

C40

40-

1/4"

MST

C52

52-1

/4"

MST

C66

65-

3/4"

MST

C78

77-

3/4"

16-5/16"

3/4"

1-3/4"

ST9

9"ST

12 1

1-5/

8"ST

18 1

7-3/

4"ST

22 2

1-5/

8"

1-1/4"


3-3/4"2"

LSTI

49 4

9"LS

TI73

73"

3"

3/8"typ

96

Angl

es &

Str

aps

Copyright © 2018 M




Installation:• Use all specified fasteners. See Product Notes, page 19.• Designer may specify alternate nailing schedules. Refer

to Nail Specification Table on page 22 for nail shear values. Load values shall not exceed published factored resistance.

• The quantity of nails installed shall be equally distributed to both ends of the strap.

Ref. No. W L Type Lbs kN Lbs kN KST116 ST2115 20 3/4 16-5/16 10 8 16d 995 4.43 940 4.18 LSTA9 LSTA9 20 1-1/4 9 8 8 10d 1085 4.83 775 3.45 LSTA12 LSTA12 20 1-1/4 12 10 10 10d 1355 6.03 970 4.31 LSTA15 LSTA15 20 1-1/4 15 12 12 10d 1630 7.25 1165 5.18 LSTA18 LSTA18 20 1-1/4 18 14 14 10d 1855 8.25 1360 6.05 LSTA21 LSTA21 20 1-1/4 21 16 16 10d 1855 8.25 1555 6.92 LSTA24 LSTA24 20 1-1/4 24 18 16 10d 1855 8.25 1555 6.92 KST29 ST292 20 1-3/4 9-7/16 14 14 16d 1320 5.87 940 4.18 KST213 ST2122 20 1-3/4 12-11/16 18 18 16d 2680 11.92 2110 9.39 KST216 ST2215 20 1-3/4 15-15/16 22 18 16d 2680 11.92 2110 9.39 LSTA30 LSTA30 18 1-1/4 30 22 22 10d 2460 10.94 2140 9.52 LSTA36 LSTA36 18 1-1/4 36 26 22 10d 2460 10.94 1945 8.65 MSTA9 MSTA9 18 1-1/4 9 8 8 10d 1085 4.83 775 3.45 MSTA12 MSTA12 18 1-1/4 12 10 10 10d 1355 6.03 970 4.31 MSTA15 MSTA15 18 1-1/4 15 12 12 10d 1630 7.25 1165 5.18 MSTA18 MSTA18 18 1-1/4 18 14 14 10d 1900 8.45 1360 6.05 MSTA21 MSTA21 18 1-1/4 21 16 16 10d 2170 9.65 1555 6.92 MSTA24 MSTA24 18 1-1/4 24 18 18 10d 2445 10.88 1750 7.78 LSTI49 LSTI49 18 3-3/4 49 32 32 10d x 1-1/2 4340 19.31 3090 13.75 LSTI73 LSTI73 18 3-3/4 73 48 48 10d x 1-1/2 6515 28.98 4635 20.62 ST9 ST9 16 1-1/4 9 8 8 16d 1325 5.89 1100 4.89 ST12 ST12 16 1-1/4 11-5/8 10 10 16d 1655 7.36 1375 6.12 ST18 ST18 16 1-1/4 17-3/4 14 14 16d 2095 9.32 1925 8.56 ST22 ST22 16 1-1/4 21-5/8 18 18 16d 2095 9.32 2095 9.32 MSTA30 MSTA30 16 1-1/4 30 22 22 10d 2985 13.28 2140 9.52 MSTA36 MSTA36 16 1-1/4 36 26 26 10d 3100 13.79 2525 11.23 MSTA48 MSTA49 16 1-1/4 48 32 26 10d 3070 13.66 2525 11.23 KST218 ST6215 16 1-3/4 19-3/16 26 26 16d 2640 11.74 1875 8.34 KST224 ST6224 16 1-3/4 22-7/16 30 30 16d 4440 19.75 3520 15.66 HTP37-TZ HTP37Z 16 3 7 20 20 10d x 1-1/2 2330 10.36 2110 9.39

36 36 10d 4380 19.48 3110 13.8336 34 16d 6295 28.00 4435 19.7352 52 10d 6570 29.23 4665 20.7552 46 16d 7795 34.68 6305 28.0570 60 10d 7795 34.68 6220 27.6770 52 16d 7795 34.68 7795 34.68

KST234 ST6236 14 1-3/4 32-3/16 42 36 16d 5665 25.20 4225 18.7988 72 10d 9945 44.24 8165 36.3288 62 16d 9945 44.24 9945 44.24104 76 10d 9945 44.24 8550 38.03104 66 16d 9945 44.24 9945 44.24

1) Factored resistances have been increased 15% for short-term loads such as wind and earthquake; reduce for other load durations in accordance with the code. 2) Total number of nail and/or bolt holes provided in the strap. 3) Minimum quantity of fasteners to be installed with equal fasteners at each end of the connection. Strap may have additional nail holes not needed to meet published factored resistance of strap. 4) NAILS: 10d x 1-1/2 nails are 0.148" dia. x 1-1/2" long, 10d nails are 0.148" dia. x 3" long, 16d nails are 0.162" dia. x 3-1/2" long.

Ref. No. W L Type Lbs kN Lbs kN HRS6 HRS6 12 1-3/8 6 6 6 10d 815 3.63 580 2.58 HRS8 HRS8 12 1-3/8 8 10 10 10d 1355 6.03 970 4.31 HRS12 HRS12 12 1-3/8 12 14 14 10d 1900 8.45 1355 6.03 KST227 MST27 12 2-1/16 27 34 26 16d 4290 19.08 3050 13.57 KST237 MST37 12 2-1/16 37-1/2 48 38 16d 6270 27.89 4455 19.82 KST248 MST48 12 2-1/16 48 62 50 16d 8110 36.08 5865 26.09 KSTI226 MSTI26 12 2-1/16 26 26 22 10d x 1-1/2 3415 15.19 3000 13.35 KSTI236 MSTI36 12 2-1/16 36 36 32 10d x 1-1/2 4970 22.11 4360 19.40 KSTI248 MSTI48 12 2-1/16 48 48 44 10d x 1-1/2 6830 30.38 5995 26.67 KSTI260 MSTI60 12 2-1/16 60 60 56 10d x 1-1/2 7720 34.34 7630 33.94 KSTI272 MSTI72 12 2-1/16 72 72 58 10d x 1-1/2 7720 34.34 7720 34.34 HRS416-TZ HRS416Z 12 3-1/4 16 16 16 WS15-EXT 4057 18.05 3329 14.81 KST260 MST60 10 2-1/16 60 72 64 16d 10560 46.98 7505 33.39 KST272 MST72 10 2-1/16 72 72 64 16d 10605 47.18 8445 37.57

1) Factored resistances have been increased 15% for short-term loads such as wind and earthquake; reduce for other load durations in accordance with the code. 2) Total number of nail and/or bolt holes provided in the strap. 3) Minimum quantity of fasteners to be installed with equal fasteners at each end of the connection. Strap may have additional nail holes not needed to meet published factored resistance of strap. 4) WS15-EXT Wood Screws are 1/4" dia. x 1-1/2" long. 5) NAILS: 10d x 1-1/2 nails are 0.148" dia. x 1-1/2" long, 10d nails are 0.148" dia. x 3" long, 16d nails are 0.162" dia. x 3-1/2" long. New products or updated product information are designated in blue font.

Corr

osio

nFi

nish

Tensile 115%1Tensile 115%1

Corr

osio

nFi

nish



Tensile 115%1 Tensile 115%1


3

MSTC52

40-1/4

MSTC52 16 3

MSTC40

52-1/4

MSTC40 16


MSTC28 MSTC28

MiTekStock No.

SteelGauge

TotalQty2

Min Qty3

16 3 28-1/4


MiTekStock No.

SteelGauge

TotalQty2

MSTC66 MSTC66 14 3

Min Qty3

65-3/4

Dimensions (in)

77-3/4 MSTC78 MSTC78 14 3

Typical LSTA/MSTA I-Joist on ridge beam

installation

Typical LSTI open web truss

installation

LTW twist strap pages 99-100

Angles & Straps





97

Angles & Straps

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Qty Type Lbs kN Lbs kN18 12 10d 1630 7.30 1155 5.1016 16 10d 2170 9.70 1540 6.9018 28 10d 3800 16.90 2700 12.0016 32 10d 4345 19.30 3085 13.7018 44 10d 5970 26.60 4240 18.9016 48 10d 6515 29.00 4625 20.6018 62 10d 8415 37.40 5975 26.6016 64 10d 8685 38.60 6165 27.4018 64 10d 8685 38.60 6165 27.4016 66 10d 8960 39.90 6360 28.3018 20 16d 3295 14.70 2340 10.4016 22 16d 3625 16.10 2575 11.5018 32 16d 5275 23.50 3745 16.7016 34 16d 5605 24.90 3980 17.7018 46 16d 7580 33.70 5380 23.9016 48 16d 7910 35.20 5615 25.0018 46 16d 7580 33.70 5380 23.9016 48 16d 7910 35.20 5615 25.0018 14 10d x 1-1/2 2175 9.68 1910 8.5016 16 10d x 1-1/2 2485 11.05 2180 9.7018 26 10d x 1-1/2 4035 17.95 3545 15.7716 28 10d x 1-1/2 4345 19.33 3815 16.9718 38 10d x 1-1/2 5900 26.25 5180 23.0416 40 10d x 1-1/2 6210 27.62 5450 24.2418 50 10d x 1-1/2 7720 34.34 6815 30.3216 52 10d x 1-1/2 7720 34.34 7085 31.52

1) Factored resistances have been increased 15% for short-term loads such as wind and earthquake; reduce for other load durations in accordance with the code. 2) NAILS: 10d x 1-1/2 nails are 0.148" dia. x 1-1/2" long, 10d nails are 0.148" dia. x 3" long, 16d nails are 0.162" dia. x 3-1/2" long. New products or updated product information are designated in blue font.

KSTI272

KSTI236

KSTI248

KSTI260

MSTC28

MiTekStock No.

ClearSpan

KST272

KST260

KST248

MSTC40

MSTC66

MSTC78

MSTC52

KST237



Uplift (115%)1 Uplift (115%)1

Fasteners

Total2

Clear Span Chart

Ref. No. W L Type Lbs kN Lbs kN KST116 ST2115 20 3/4 16-5/16 10 8 16d 995 4.43 940 4.18 LSTA9 LSTA9 20 1-1/4 9 8 8 10d 1085 4.83 775 3.45 LSTA12 LSTA12 20 1-1/4 12 10 10 10d 1355 6.03 970 4.31 LSTA15 LSTA15 20 1-1/4 15 12 12 10d 1630 7.25 1165 5.18 LSTA18 LSTA18 20 1-1/4 18 14 14 10d 1855 8.25 1360 6.05 LSTA21 LSTA21 20 1-1/4 21 16 16 10d 1855 8.25 1555 6.92 LSTA24 LSTA24 20 1-1/4 24 18 16 10d 1855 8.25 1555 6.92 KST29 ST292 20 1-3/4 9-7/16 14 14 16d 1320 5.87 940 4.18 KST213 ST2122 20 1-3/4 12-11/16 18 18 16d 2680 11.92 2110 9.39 KST216 ST2215 20 1-3/4 15-15/16 22 18 16d 2680 11.92 2110 9.39 LSTA30 LSTA30 18 1-1/4 30 22 22 10d 2460 10.94 2140 9.52 LSTA36 LSTA36 18 1-1/4 36 26 22 10d 2460 10.94 1945 8.65 MSTA9 MSTA9 18 1-1/4 9 8 8 10d 1085 4.83 775 3.45 MSTA12 MSTA12 18 1-1/4 12 10 10 10d 1355 6.03 970 4.31 MSTA15 MSTA15 18 1-1/4 15 12 12 10d 1630 7.25 1165 5.18 MSTA18 MSTA18 18 1-1/4 18 14 14 10d 1900 8.45 1360 6.05 MSTA21 MSTA21 18 1-1/4 21 16 16 10d 2170 9.65 1555 6.92 MSTA24 MSTA24 18 1-1/4 24 18 18 10d 2445 10.88 1750 7.78 LSTI49 LSTI49 18 3-3/4 49 32 32 10d x 1-1/2 4340 19.31 3090 13.75 LSTI73 LSTI73 18 3-3/4 73 48 48 10d x 1-1/2 6515 28.98 4635 20.62 ST9 ST9 16 1-1/4 9 8 8 16d 1325 5.89 1100 4.89 ST12 ST12 16 1-1/4 11-5/8 10 10 16d 1655 7.36 1375 6.12 ST18 ST18 16 1-1/4 17-3/4 14 14 16d 2095 9.32 1925 8.56 ST22 ST22 16 1-1/4 21-5/8 18 18 16d 2095 9.32 2095 9.32 MSTA30 MSTA30 16 1-1/4 30 22 22 10d 2985 13.28 2140 9.52 MSTA36 MSTA36 16 1-1/4 36 26 26 10d 3100 13.79 2525 11.23 MSTA48 MSTA49 16 1-1/4 48 32 26 10d 3070 13.66 2525 11.23 KST218 ST6215 16 1-3/4 19-3/16 26 26 16d 2640 11.74 1875 8.34 KST224 ST6224 16 1-3/4 22-7/16 30 30 16d 4440 19.75 3520 15.66 HTP37-TZ HTP37Z 16 3 7 20 20 10d x 1-1/2 2330 10.36 2110 9.39

36 36 10d 4380 19.48 3110 13.8336 34 16d 6295 28.00 4435 19.7352 52 10d 6570 29.23 4665 20.7552 46 16d 7795 34.68 6305 28.0570 60 10d 7795 34.68 6220 27.6770 52 16d 7795 34.68 7795 34.68

KST234 ST6236 14 1-3/4 32-3/16 42 36 16d 5665 25.20 4225 18.7988 72 10d 9945 44.24 8165 36.3288 62 16d 9945 44.24 9945 44.24104 76 10d 9945 44.24 8550 38.03104 66 16d 9945 44.24 9945 44.24

1) Factored resistances have been increased 15% for short-term loads such as wind and earthquake; reduce for other load durations in accordance with the code. 2) Total number of nail and/or bolt holes provided in the strap. 3) Minimum quantity of fasteners to be installed with equal fasteners at each end of the connection. Strap may have additional nail holes not needed to meet published factored resistance of strap. 4) NAILS: 10d x 1-1/2 nails are 0.148" dia. x 1-1/2" long, 10d nails are 0.148" dia. x 3" long, 16d nails are 0.162" dia. x 3-1/2" long.

Ref. No. W L Type Lbs kN Lbs kN HRS6 HRS6 12 1-3/8 6 6 6 10d 815 3.63 580 2.58 HRS8 HRS8 12 1-3/8 8 10 10 10d 1355 6.03 970 4.31 HRS12 HRS12 12 1-3/8 12 14 14 10d 1900 8.45 1355 6.03 KST227 MST27 12 2-1/16 27 34 26 16d 4290 19.08 3050 13.57 KST237 MST37 12 2-1/16 37-1/2 48 38 16d 6270 27.89 4455 19.82 KST248 MST48 12 2-1/16 48 62 50 16d 8110 36.08 5865 26.09 KSTI226 MSTI26 12 2-1/16 26 26 22 10d x 1-1/2 3415 15.19 3000 13.35 KSTI236 MSTI36 12 2-1/16 36 36 32 10d x 1-1/2 4970 22.11 4360 19.40 KSTI248 MSTI48 12 2-1/16 48 48 44 10d x 1-1/2 6830 30.38 5995 26.67 KSTI260 MSTI60 12 2-1/16 60 60 56 10d x 1-1/2 7720 34.34 7630 33.94 KSTI272 MSTI72 12 2-1/16 72 72 58 10d x 1-1/2 7720 34.34 7720 34.34 HRS416-TZ HRS416Z 12 3-1/4 16 16 16 WS15-EXT 4057 18.05 3329 14.81 KST260 MST60 10 2-1/16 60 72 64 16d 10560 46.98 7505 33.39 KST272 MST72 10 2-1/16 72 72 64 16d 10605 47.18 8445 37.57

1) Factored resistances have been increased 15% for short-term loads such as wind and earthquake; reduce for other load durations in accordance with the code. 2) Total number of nail and/or bolt holes provided in the strap. 3) Minimum quantity of fasteners to be installed with equal fasteners at each end of the connection. Strap may have additional nail holes not needed to meet published factored resistance of strap. 4) WS15-EXT Wood Screws are 1/4" dia. x 1-1/2" long. 5) NAILS: 10d x 1-1/2 nails are 0.148" dia. x 1-1/2" long, 10d nails are 0.148" dia. x 3" long, 16d nails are 0.162" dia. x 3-1/2" long. New products or updated product information are designated in blue font.

Corr

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Tensile 115%1Tensile 115%1

Corr

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3

MSTC52

40-1/4

MSTC52 16 3

MSTC40

52-1/4

MSTC40 16


MSTC28 MSTC28

MiTekStock No.

SteelGauge

TotalQty2

Min Qty3

16 3 28-1/4


MiTekStock No.

SteelGauge

TotalQty2

MSTC66 MSTC66 14 3

Min Qty3

65-3/4

Dimensions (in)

77-3/4 MSTC78 MSTC78 14 3

Angles & Straps

Typical KST237 floor-to-floor installation

Optional nails (wood shrinkage may occur and cause strap to buckle outward)

End length

End length

1" min.

Clear span

98

Angl

es &

Str

aps

Copyright © 2018 M


KRPS Strap Ties

Designed for notched plates where plumbing, heating, or other pipes are placed in partitions.

Materials: 16 gaugeFinish: G90 galvanizingOptions: See chart for Corrosion Finish Options

Installation:• Use all specified fasteners. See Product Notes, page 19.• Install one strap tie for each 2x plate.

Typical KRPSinstallation

Ref. No. W L Qty Type Lbs kN Lbs kN KRPS18 RPS18 16 1-1/2 18-5/16 < 5-1/2 12 16d 1375 6.12 1185 5.27 KRPS22 RPS22 16 1-1/2 22-5/16 < 5-1/2 16 16d 1785 7.94 1535 6.83 KRPS28 RPS28 16 1-1/2 28-5/16 < 12 16 16d 1785 7.94 1535 6.83

1) Factored resistances have been increased 15% for short-term loads such as wind and earthquake; no further increase allowed. 2) NAILS: 16d nails are 0.162" dia. x 3-1/2" long.

MiTekStock No.

SteelGauge

NotchWidth

(in)

Fastener

Schedule2DF


Factored Resistance


Dimensions (in)

Corr

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MSTCB Pre-Bent Straps

The MSTCB Pre-Bent Strap is designed to fasten vertical studs to a beam or ridge beam member below where the beam depth will not allow complete fastener attachments with a standard product.



Ref. No. W L B W D Qty Type Qty Type Qty Type UnitLbs 7185 5100kN 31.96 22.69Lbs 7185 5100kN 31.96 22.69

1) Factored resistances have been increased 15% for short-term loads such as wind and earthquake; no further increase allowed. 2) Minimum strap length on stud/post for quantity of nails is 19" for MSTC48B3 and 22" for MSTC66B3. 3) Fewer fasteners in the stud/post than listed will reduce the capacity of the connection. 4) Nails in the stud/post to be installed symmetrically in pairs starting a minimum of 1-1/2" from the end. 5) NAILS: 10d nails are 0.148" dia. x 3" long.

S-P-FFactored

Resistance

MiTekStock No.

SteelGauge

Face

Tensile115%1

Tensile115%1

Min. BeamDimensions (in)

Dimensions (in)Fastener Schedule5

Beam

BottomStud/Post2,3,4

DF Factored

Resistance

24 10d

14 10d 4 10d 24 10d

12 10d 4 10d MSTC48B3

MSTC66B3

MSTC48B3

MSTC66B3 11-1/4

44-7/8 2-7/8

62-7/8 2-7/814

3

3

3

3

14 9-1/4




KRPS

Angles & Straps

Typical MSTC66B3 installation

MSTCBSideview

W

B

L

3" minimum bearing area

Minimum(2) 2x or 4x

Minimum Length 22˝

StudFastening

No NailsRequired

Face Nailing3˝ MinimumBearing Area

Face nailing

No nails required

Minimum length 22"

Minimum (2) 2x or 4x

Stud fastening

KRPS

18 &

KRP

S22

5-1

/2"

KRPS

28 1

2"

W

L

99

Angles & Straps

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ved

PWFS Permanent Wood Foundation Strap

Connects permanent wood foundation studs to rim joist to resist lateral loads produced from ground pressure. The high load values and positive placement nail gun installation make the PWFS24 practical for manufactured homes as well as site built homes.


Installation:• Use all specified fasteners. See Product Notes, page 19.• Center strap on top plate over the stud.• Attach center nail and bend inside end of strap downward.• Install nails on inside of wall.• Install floor system or place manufactured home on foundation.• Form outside end of strap up the outside of rim and install nails.

Twist straps tie framing members to resist tension forces.

LFTA6 – 16 gauge.

LTW – 18 gauge, light-capacity.

MTW – 16 gauge, medium-capacity.

KTS – 16 gauge, medium-capacity with angled twist.

HTW – 14 gauge, heavy-capacity.


Installation:• Use all specified fasteners. See Product Notes, page 19.• Consult I-Joist manufacturer for web stiffener requirements,

and uplift limitations on joist and application.

HTW / KTS / LFTA / LTW / MTW Twist Straps

Ref. No. W L Qty Type Lbs kN Lbs kN PWFS24 PWF24 20 1-1/2 24 9 8d 1115 4.96 930 4.14

1) For installations where the strap does not fall behind joist, the designer shall be responsible to determine suitability of rim to resist the load. 2) NAILS: 8d nails are 0.131" dia. x 2-1/2" long.

MiTekStock No.

SteelGauge

Fastener

Schedule2DF


Factored Resistance


Dimensions (in)

Typical LFTA6 stud-to-rim joist installation

Typical LTW12 / MTW12stud-to-rim joist installation

LTW12/MTW12 LFTA6

19-1/8"

6-1/2"

2-1/4"

8-3/8"

Typical PWFS24installation

PWFS24

Load direction

L

W

Typical LFTA6 truss-to-top

plate installation

Typical LFTA6 stud-to-topplate installation

Typical LTW12 / MTW12truss-to-top plate

installation

UpliftUplift

Equal number of specified fasteners

at each end

Place strap so all nail holes align with rim joist

Angles & Straps

L1

L2

1-1/4"

1" Typ

F1


100

Angl

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Copyright © 2018 M


Ref. No. W L L1 L2 Qty Type Lbs kN Lbs kN

12 10d x 1-1/2 1465 6.52 1040 4.6312 10d 1465 6.52 1040 4.6312 10d x 1-1/2 1465 6.52 1040 4.6312 10d 1465 6.52 1040 4.6312 10d x 1-1/2 1465 6.52 1040 4.6312 10d 1465 6.52 1040 4.6312 10d x 1-1/2 1465 6.52 1040 4.6312 10d 1465 6.52 1040 4.63

KTS9 TS9 16 1-1/4 9 -- -- 8 16d 915 4.07 785 3.49 KTS12 TS12 16 1-1/4 11-1/2 -- -- 10 16d 1145 5.09 985 4.38

14 10d x 1-1/2 2250 10.01 1595 7.1014 10d 2250 10.01 1595 7.1014 10d x 1-1/2 2250 10.01 1595 7.1014 10d 2250 10.01 1595 7.10

KTS17 TS18 16 1-1/4 17-1/2 -- -- 14 16d 1370 6.09 1175 5.2314 10d x 1-1/2 2250 10.01 1595 7.1014 10d 2250 10.01 1595 7.1016 8d 1265 5.63 1075 4.7816 8d x1-1/2 1265 5.63 1075 4.7814 10d x 1-1/2 2250 10.01 1595 7.1014 10d 2250 10.01 1595 7.10

KTS24 TS22 16 1-1/4 21-3/4 -- -- 18 16d 1580 7.03 1580 7.0314 10d x 1-1/2 2250 10.01 1595 7.1014 10d 2250 10.01 1595 7.1014 10d x 1-1/2 2250 10.01 1595 7.1014 10d 2250 10.01 1595 7.1014 10d x 1-1/2 2250 10.01 1595 7.1014 10d 2250 10.01 1595 7.1014 10d x 1-1/2 2250 10.01 1595 7.1014 10d 2250 10.01 1595 7.1016 10d x 1-1/2 2340 10.41 1660 7.3816 10d 2340 10.41 1660 7.3824 10d x 1-1/2 2880 12.81 2045 9.1020 10d 2880 12.81 2045 9.1024 10d x 1-1/2 2880 12.81 2045 9.1020 10d 2880 12.81 2045 9.1024 10d x 1-1/2 2880 12.81 2045 9.1020 10d 2880 12.81 2045 9.1024 10d x 1-1/2 2880 12.81 2045 9.1020 10d 2880 12.81 2045 9.1024 10d x 1-1/2 2880 12.81 2045 9.1020 10d 2880 12.81 2045 9.10

1) Factored resistances have been increased 15% for short-term loads such as wind and earthquake; reduce for other load durations in accordance with the code. 2) 16d sinker nails may be substituted for 10d common nails with no reduction in load. 3) Fasteners shall be distributed equally on each end of the connection. 4) C after the model number designates center twist as in MTW30C. 5) LFTA6: F1 is 870 lbs DF-L and 775 lbs S-P-F. To achieve F1 lateral loads, three nails must be installed on each side on the strap located closest to the bend line. Lateral F1 load direction does not apply to roof truss-to-top plate installations. 6) NAILS: 8d x 1-1/2" nails are 0.131" dia. x 1-1/2" long, 8d nails are 0.131" dia. x 2-1/2" long, 10d x 1-1/2" nails are 0.148" dia. x 1-1/2" long, 10d nails are 0.148" dia. x 3" long, 16d nails are 0.162" dia. x 3-1/2" long.

Uplift (115%)1Uplift (115%)1

Dimensions (in)Fastener

Schedule 2,3,6



4-1/2

8-5/16

10-7/16

12-7/16

18-9/16

10-7/16

12-7/16

6-1/2

7-1/2 7-1/2

4-1/2

6-1/2

4-1/2

8-1/2

MiTek

Stock No.4Steel

Gauge

LTS20

MTW12 MTS12

MTW16 MTS16

LTW20

LTW16 LTS16

LTW18 LTS18

LTW12

HTW30C HTS30C

LTS12 18

18

18

18

16

16

16

HTW24 HTS24

HTW28 HTS28

HTW30 HTS30

MTW30C MTS30C

HTW16 HTS16

HTW20 HTS20

MTW18 MTS18

16

16

16

16

14

28

30

16

18

20

30

24

28

14

14

14

14

7-1/8

1-1/4

1-1/4

13-7/16

1-1/4

1-1/4

1-1/4

1-1/4

1-1/4

1-1/4

1-1/4

1-1/4

1-1/4

1-1/4

1-1/4

1-1/4

12

16

18

20

--

17-1/4

12-1/812-1/8

7

11-1/8 11-1/8

8-1/2

8-1/2

5-1/8 5-1/8

4-1/2

6-1/2 6-1/2

7-1/2 7-1/2

8-1/2

1-1/4

1-1/4

1-1/4

3014

12

16

Corr

osio

nFi

nish

LFTA6 5 H6 16 2-1/4

13-7/16

7-1/8

9-1/8 9-1/8

19-1/8 8-3/8 6-1/2

1-1/4

30

16

20

24

MTW20 MTS20

MTW30 MTS30

MTW24C MTS24C

MTW28C


2) 16d sinker nails may be substituted for 10d common nails with no reduction in load.

3) Fasteners shall be distributed equally on each end of the connection.

4) C after the model number designates center twist as in MTW30C.

5) LFTA6: F1 is 870 lbs DF-L and 775 lbs S-P-F. To achieve F1 lateral loads, three nails must be installed on each side on the strap located closest to the bend line. Lateral F1 load direction does not apply to roof truss-to-top plate installations.

6) NAILS: 8d x 1-1/2" nails are 0.131" dia. x 1-1/2" long, 8d nails are 0.131" dia. x 2-1/2" long, 10d x 1-1/2" nails are 0.148" dia. x 1-1/2" long, 10d nails are 0.148" dia. x 3" long, 16d nails are 0.162" dia. x 3-1/2" long.

HTW / KTS / LFTA / LTW / MTW Twist Straps




LTW18/MTW18other models similar

Typical MTW30installation

KTSMTW30/HTW30

MTW30CTypical MTW20I-Joist rafter installation

L1

L2

Angles & Straps

1-1/4"

L2

L1

1-1/4"

L

L

1-1/4"

1" Typ.

101

Angles & Straps

Copy

right

© 2

018

MiT

ek In

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ries,

Inc.

All

Righ

ts R

eser

ved

MSTAM / MSTCM Masonry Straps

The MSTAM and MSTCM Strap Ties are designed to connect a wood structure above to a masonry wall below.

Materials: See chartFinish: G90 galvanizingOptions: See chart for Corrosion Finish Options


Ref. No. W L Qty Type Qty Type Qty Type Lbs kN Lbs kN MSTAM24 MSTAM24 18 1-1/4 24 5 1/4" Tapcon 5 1/4" Tapcon 9 10d 2315 10.30 2315 10.30 MSTAM36 MSTAM36 16 1-1/4 36 8 1/4" Tapcon 8 1/4" Tapcon 10 10d 2920 12.99 2820 12.54

24 10d22 16d24 10d22 16d

1) Factored Resistances are derived from tests performed using hollow C90 concrete block. 2) Use ITW Buildex 1/4" x 2-1/4" Tapcon fasteners; or equal, installed in accordance with manufacturer's specification. 3) NAILS: 10d nails are 0.148" dia. x 3" long, 16d nails are 0.162" dia. x 3-1/2" long.

Fastener Schedule DFFactored Resistance1

S-P-FFactored Resistance1Dimensions (in)

Corr

osio

nFi

nishMiTek

Stock No.Steel

Gauge

Tensile 115% Tensile 115%

CMU2 Concrete2 Nails3

21.8214 30.72 MSTCM60 MSTCM60 16 3 60 69051/4" Tapcon 14 1/4" Tapcon 4905

MSTCM40 MSTCM40 16 3 40-1/4 30.72 4905 21.8214 1/4" Tapcon 14 1/4" Tapcon 6905

Qty Type Qty Type Qty Type Lbs kN Lbs kN16 5 1/4" Tapcon 5 1/4" Tapcon 8 10d 1825 8.12 1445 6.4318 5 1/4" Tapcon 5 1/4" Tapcon 7 10d 1825 8.12 1445 6.4316 14 1/4" Tapcon 14 1/4" Tapcon 14 16d 4700 20.91 4380 19.4818 14 1/4" Tapcon 14 1/4" Tapcon 14 16d 4700 20.91 4380 19.4816 14 1/4" Tapcon 14 1/4" Tapcon 22 16d 6905 30.72 4905 21.8218 14 1/4" Tapcon 14 1/4" Tapcon 22 16d 6905 30.72 4905 21.82

1) Use ITW Buildex 1/4" x 2-1/4" Tapcon fasteners; or equal, installed in accordance with the manufacturer's specification. 2) Factored resistances are derived from tests performed using hollow C90 concrete block. 3) NAILS: 10d nails are 0.148" dia. x 3" long, 16d nails are 0.162" dia. x 3-1/2" long.

MSTAM36

MSTCM60

Tensile 115%MiTekStock No.

ClearSpan

MSTCM40

Tensile 115%

Fastener Schedule

CMU1 Concrete1 Nails3



Clear Span Chart




Typical MSTCM40installation

MSTCM40 MSTAM36Typical MSTAM36installation

12-1/2" minimum

3" minimum 3"

minimum3"

5/8"

3"

1-1/2"

1-1/2"

W

L

14" minimum

L

W

Angles & Straps

102

Angl

es &

Str

aps

Copyright © 2018 M


HTWM Masonry Twist Straps

The HTWM Twist Straps are designed for truss to concrete or masonry connections. Offer uplift resistance with variable heel height and positioning applications.


Installation:• Use all specified fasteners. See Product Notes, page 19 .• Strap may be attached to either side of grouted masonry or concrete wall with

a minimum of (1) 15M horizontal rebar.• Drill hole in concrete or masonry with manufacturer's prescribed 1/4" masonry

drill. Install fasteners into concrete or masonry per manufacturer’s specification.• Grout or concrete compressive strength shall be 2,500 psi at 28 days.• Twist straps do not have to be wrapped over the truss to achieve the factored resistance.• Moisture barrier may be required.

Ref. No. W L L1 Qty Qty Qty UnitLbs 1520 1335kN 6.76 5.94Lbs 1520 1335kN 6.76 5.94

1) Factored resistances have been increased 15% for short-term loads such as wind and earthquake; reduce for other load durations in accordance with the code. 2) Use DeWalt 1/4" x 1-3/4" Screw-Bolt+; or equal, installed in accordance with manufacturer's specification. 3) DeWalt 1/4" x 1-3/4" Screw-Bolt+ are not supplied with HTWM straps. See page 31 for anchor information. 4) NAILS: 10d x 1-1/2 nails are 0.148" dia. x 1-1/2" long. New products or updated product information are designated in blue font.

MiTekStock No.

SteelGauge

Nail

Type4

Screw

Anchor2,3

14 1-1/4 5-3/416 4 1/4" x 1-3/4"

Screw

Anchor2,3

4 81/4" x 1-3/4" 10d x 1-1/2

14

HTSM16, MTSM16

HTSM20, MTSM20

HTWM16

HTWM20

Tensile115%

Dimensions (in)

Truss/RafterCMU Concrete

DF Factored

Resistance1

S-P-FFactored

Resistance1

Fastener Schedule

1-1/4 7-3/420 4

Tensile115%

1/4" x 1-3/4" 1/4" x 1-3/4" 8 10d x 1-1/24

JA Joist Anchors

The JA Joist Anchor is designed to laterally connect a joist to a concrete wall. The anchor is embedded into the wall at one end and nailed to the joist at the strap end, typically used where there is a fire separation wall such as in town houses.

JA Joist Anchor is not designed to carry gravity load or to resist uplift force. Vertical loads (gravity and/or uplift) shall be accommodated by other means.

Materials: 7 gaugeFinish: None

Installation:• The “L” end of the anchor is to be embedded into a poured concrete wall.• Minimum embedment is 6" which measures from the embedded end to the

end of the twist.• Deeper embedment may be required to allow for code required 2-1/2" end distance

for the first joist fastener depending on joist anchor size and header thickness.• Fasten the strap portion of the JA Joist Anchor to the horizontal joist using all

specified nails.• Connectors are not load rated.

Ref. No. W L D Qty Type JA1212 -- 7 1-1/4 12 1-1/4 2 10d JA1218 -- 7 1-1/4 18 1-1/4 3 10d JA1224 -- 7 1-1/4 24 1-1/4 5 10d JA1236 -- 7 1-1/4 36 1-1/4 8 10d

1) NAILS: 10d nails are 0.148" dia. x 3" long.

MiTekStock No.

Dimensions (in)SteelGauge

Fastener Schedule1

JA1224

D

W

90° twist

6"


2-1/2" min. end distance

Typical HTWM installation

HTWM

Angles & Straps

L

L

L1

L1

W

W

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Hanger Selector Guide

HANGERS

HangerType

MiTekSeries

SteelGauge I-

Jois

t

I-Jo

ist

Trus

s (2

x)

Floo

r Tru

ss 4

x

Glul

am

Strin

ger

SPFMasonry SPF

DFMasonry DF

JL 20 • • • • • -- 740 - 2,335 -- 940 - 2,975

FB 18 • • -- 390 - 550 -- 550 - 780

JUS 18 • • • • • • • -- 1,240 - 4,055 -- 1,580 - 5,170

CSH 18 • • • • • -- 1,030 -- 1,455

MUS 18 • • • • • • • • • -- 2,825 - 3,830 -- 2,845 - 3,855

JLIF 18 • • • • • -- 765 - 2,810 -- 840 - 3,135

SUH 16 • • • • • • -- 1,090 - 5,055 -- 1,390 - 6,435

16 -- 4,305 - 7,085 -- 5,480 - 9,030

14 -- 1,670 - 4,985 -- 2,130 - 6,345

HD 14 • • • • • • • • • -- 1,255 - 6,965 -- 1,455 - 7,715

ADTT 14 • • • • • -- 1,085 -- 1,285 - 1,305

DTB 14 • • • • • -- 2,220 -- 2,640

HDQIF 14 • • • • • • • • • • -- 4,460 - 7,385 -- 4,975 - 8,460

FWHFM 12 • • • • • • • -- 8,640 -- 7,585

HL 18 • • • • • • • -- 1,635 -2,040 -- 2,085 - 2,600

JH 18 • • • • • -- 3,730 -- 4,750

KLB 14 • • • • • -- 3,030 - 3,120 -- 3,300 - 3,895

FWH 14 • • • • • • • • • • • • -- 2,550 - 2,990 -- 2,890 - 3,810

FWHBP 12 • • • • • • • -- 8,330 -- 6,855

KB 12 • • • • • • -- 5,110 - 5,180 -- 6,510 - 6,535

HDO 12 • • • • • • -- 2,475 - 8,025 -- 3,150 - 10,220

SW 12 • • • • • • -- 2,980 - 3,240 -- 3,590 - 3,900

SWH7 - Top Flange

12 - Stirrup• • • • • • -- 4,250 -- 5,120

KHW3 - Top Flange

10 - Stirrup• • • • • • • -- 6,785 - 6,810 -- 8,200 - 8,575

RR 18 • • • • • • -- 465 - 500 -- 590 - 705

LS 18 • • • • • • -- 1,460 - 1,760 -- 1,860 - 2,245

18 -- 1,015 - 2,110 -- 1,295 - 2,685

16 -- 2,270 - 3,980 -- 2,895 - 5,065

16 -- 635 - 3,895 -- 805 - 4,960

14 -- 1,980 - 6,845 -- 2,520 - 8,720

SKHH 14 • • • • • • • • -- 2,270 - 5,790 -- 2,895 - 7,380

JPF 20 • • • • • -- 1,755 - 1,995 -- 1,380 - 1,565

DTUS 20 • • • • • • -- 770 -- 980

TUS 20 • • • • • • -- 770 -- 980

JDS 18 • • • • • • -- 655 - 3,335 -- 655 - 2,645

FHD 18 • • • • -- 1,235 -- 1,575

MPH 12 • • • • • • 3,695 - 4,880 -- 4,705 - 6,215 --

LGUM 12 • • • • 10,840 - 16,225 -- 8,745 - 13,085 --

HGUM 7 • • • • • 20,780 -- 26,165 --

HWUH1/4"- Top Flange,

7 - Stirrup • • • • • • • •

3,930 - 6,775 -- 5,010 - 8,625 --

UMH1 1/4" • • • • • 10,655 -- 11,875 --

1) UMH factored resistance values are based upon 2,500 psi. • Represents common applications and product configurations. Consult MiTek for additional applications and/or optional product configurations. New products or updated product information are designated in blue font.

• • • ••

100% Factored Resistance (Lbs.) Range

Masonry

HUS

Beam

/Joi

st/R

afte

r(r

ect s

hape

s)

SKH

Slopeand

Skew

LSSH

Header Material

Beam

/Joi

st/R

afte

r(r

ect s

hape

s)

TopMount

Panel and

Purlin

• •

• •• • •

• • • • •

• ••

•

•

•

Supported / Joist Member

Supporting /Header Member

Rim

Joi

st

Trus

s (2

x)

Floo

r Tru

ss 4

x

Glul

am

Naile

r

Wal

l

Post

• •

104

Hang

ers

Copyright © 2018 M


DT / JL / JLIF / ST / SUH Face Mount Joist Hangers

Hangers

MiTek offers a wide variety of light-gauge face mount joist hangers to accommodate application and installation preferences.

ST series – 22 gauge, 2x dimensional joist hangers.

DT series – 22 gauge, (2) 2x dimensional joist hangers.

JL series – 20 gauge, 2x dimensional joist hangers.

JLIF series – 18 gauge, 2x dimensional joist hangers. For installation at end of post or beam or where inverted flange is needed.

SUH series – 16 gauge steel construction for more demanding applications and light truss support.

Materials: See chartFinish: G90 galvanizing; JLIF – G-185 galvanizingOptions: See chart for Corrosion Finish Options. See SUH Specialty Options Chart.Codes: Load values are derived from data submitted to various North American building code evaluators.


See Product Notes, page 19.

Option4 Skewed1,3 Sloped Seat2,3 Sloped / Skewed1,2,3

1) Skewed hangers with skews greater than 15° may have all joist nailing on outside flange. 2) Sloped or sloped / skewed hangers with slopes greater than 15° may have additional joist nails. 3) For skewed hangers, the required cut type (square or bevel) of joist member may vary based on skew angle and width of hanger. Some square cut hangers will require custom pricing due to welded back plate. 4) SUH option hangers may be manufactured as welded products to achieve listed loads. Welded products will have primer finish.

Range

Ordering

FactoredResistance

100% of table load

1˚ to 45˚

Add SK angle required,right (R) or left (L), and


Ex. SUH210_SK45R_SQ

Add SL, slope required,and up (U) or down (D),

to product number.Ex. SUH210_SL30D

See Sloped Seat and Skewed.Ex. SUH210_SK45R_SQ_SL30D

See Sloped Seat and Skewed1˚ to 67-1/2˚

when width is 1-3/4" or less.1˚ to 50˚ on all others.

100% of table load.75% of uplift load

on skews greater than 15˚.



Typical SUH26-2installation

Typical STinstallation

ST DT

Typical JL26installation

Typical JL210IF-TZ inverted flange

installation

Typical DT installation

SUH Specialty Options Chart Refer to Specialty Options pages 246-247 for additional details.

SUH26-2 JLIF JL26

DDD

A

A

DD

AA

W WW

WW

H

H

HH

H

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HUS / JUS / MUS Slant Nail Face Mount Joist Hangers

Hangers

The HUS, JUS and MUS hanger series offers double shear nailing. MiTek’s dimple allows for 30° to 45° nailing through the joist into the header resulting in higher loads and less nailing. Slant nailing allows for higher load values, fewer nails, and faster installation.

Materials: JUS - 18 gauge; MUS - 18 gauge; HUS - 14 or 16 gaugeFinish: G90 galvanizingOptions: See chart for Corrosion Finish Options. See HUS Specialty Options Chart.Codes: Load values are derived from data submitted to various North American building code evaluators.

Installation:• Use all specified fasteners. See Product Notes, page 19.• Joist nails must be driven at a 30° to 45° angle through the joist

or truss into the header to achieve listed loads. Slant / double shear nails must be used to achieve listed load values.

• JUS / MUS - 16d sinkers (0.148" dia. x 3-1⁄4") may be used where 10d commons are specified with no load reduction.

Option Inverted Flange

Not available inwidths less than 2-1/4".

100% of table load.65% of table load whennailing into the support

members end grain.

Add IFto product number.

Ex. HUS410_IFOrdering

FactoredResistance

Range

HUS Specialty Options Chart Refer to Specialty Options pages 246-247 for additional details.

Typical JUS26 installation

Typical HUS46installation

Typical HUS410IF inverted flange

installation

MUS

HUS28-2

Double shear nail designfeatures fewer nails and

faster installation

Uses standard length common nails

JUS28

Dimple allows 30° to 45°

nailing

AA

A

H H

H

D

DD

W W

W

106

Hang

ers

Copyright © 2018 M


HD Heavy-Duty Face Mount Hangers

HD hangers are heavy-duty face mount hangers utilizing round and diamond holes to achieve design flexibility and maximum loads for use with headers, joists, and trusses.

Materials: 14 gaugeFinish: G90 galvanizingOptions: See chart for Corrosion Finish Options. All nominal lumber sizes are available rough/full size lumber. See Specialty Options Chart.Codes: Load values are derived from data submitted to various North American building code evaluators.

Installation:• Use all specified fasteners. See Product Notes, page 19.• Min Nailing – Fill all round nail holes.• Max Nailing – Fill all round and diamond nail holes.• 16d sinkers (0.148" dia. x 3-1/4" long) may be used at

0.85 of the table load where 16d commons are specified.

Option Skewed1,3 Sloped Seat2,3 Sloped / Skewed1,2,3 Inverted Flange

1) Skewed hangers with skews greater than 15° may have all joist nailing on outside flange. 2) Sloped or sloped / skewed hangers with slopes greater than 15° may have additional joist nails. 3) For skewed hangers, the required cut type (square or bevel) of joist member may vary based on skew angle and width of hanger. Some square cut hangers will require custom pricing due to welded back plate. 4) HD option hangers may be manufactured as welded products to achieve listed loads. Welded products will have primer interior finish. New products or updated product information are designated in blue font.

OrderingAdd IF,

to product number.Example: HD410_IF

Add SK, angle required,right (R) or left (L), and

square cut (SQ) or bevel cut (BV)to product number.

Example: HD410_SK45R_SQ


to product number.Example: HD410_SL30D

See Sloped Seat and Skewed

Example:HD410_SK45R_SQ_SL30D

Range

FactoredResistance


100% of table load.75% of uplift load on

skews greater than 15˚.

100% of table load.65% of table load when nailing into the support

members end grain.

1˚ to 67-1/2˚when width is 1-3/4" or less.

1˚ to 50˚ on all others.

2-1/4" widths or greater(Widths < 2-1/4" may be available as a Custom,

contact MiTek)

100% of table load

1˚ to 45˚

80% of table load. 75% of uplift load on


Specialty Options Chart Refer to Specialty Options pages 246-247 for additional details.

HDQIF inverted flange hangers install with wood screws eliminating the need to drill bolt holes, simplifying installation.


Installation:• Use all specified fasteners. See Product Notes, page 19.• WS15 (1/4" dia. x 1-1/2" long) and WS3 (1/4" dia. x 3" long)

Wood Screws are supplied with HDQIF hangers.

HDQIF Inverted Flange Face Mount Hangers

Typical HD3212glulam installation

Typical HD210-2IF inverted flange

installation

HD51135

Typical HD610installation

Typical HD210-2installation

H

A

W D

Hangers

Typical HDQIFinverted flange installation

HDQIF

H

A

3"W

HD610

A

H

DW

additional diamond holes for max nailing


min nailing

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Face Mount Hanger Charts

Vertical Uplift1 Vertical Uplift1 Vertical Uplift1 Vertical Uplift1

Ref. No. W H D A Qty Type Qty Type 100% 115% 100% 115% 100% 115% 100% 115%

JL24 LU24 20 1-9/16 3 1-1/2 15/16 -- 4 10d 2 10d x 1-1/2 940 560 4.18 2.49 740 460 3.29 2.05

ST24 LU24L 22 1-9/16 3-1/4 1-7/8 1-1/4 -- 4 10d x 1-1/2 3 8d x 1-1/2 670 505 2.98 2.25 670 505 2.98 2.25

JL24IF-TZ -- 18 1-9/16 3-1/8 1-1/2 -- -- 4 10d HDG 2 10d x 1-1/2 HDG 840 440 3.74 1.96 765 400 3.40 1.78

JUS24 LUS24 18 1-9/16 3-1/8 1-3/4 1 -- 4 10d 2 10d 1455 1180 6.47 5.25 1340 1105 5.96 4.92

SUH24 U24 16 1-9/16 3-1/4 2 1-3/16 -- 4 10d 2 10d x 1-1/2 1390 795 6.18 3.54 1090 625 4.85 2.78

Min 2 1485 620 6.61 2.76 1255 580 5.58 2.58

Max 4 1485 1035 6.61 4.60 1255 955 5.58 4.25

JL26 LU26 20 1-9/16 4-3/4 1-1/2 15/16 -- 6 10d 4 10d x 1-1/2 1385 1070 6.16 4.76 1085 930 4.83 4.14

ST26 LU26L 22 1-9/16 5 1-7/8 1-1/4 -- 6 10d x 1-1/2 5 8d x 1-1/2 1005 845 4.47 3.76 1005 845 4.47 3.76

JL26IF-TZ LUC26Z 18 1-9/16 4-1/2 1-1/2 -- -- 6 10d HDG 4 10d x 1-1/2 HDG 1710 1385 7.61 6.16 1610 1305 7.16 5.80

JUS26 LUS26 18 1-9/16 4-13/16 1-3/4 1 -- 4 10d 4 10d 2600 1960 11.57 8.72 2395 1810 10.65 8.05

MUS26 MUS26 18 1-9/16 5-1/16 2 1 -- 6 10d 6 10d 2845 1425 12.66 6.34 2825 1415 12.57 6.29

SUH26 U26 16 1-9/16 5-1/8 2 1-3/16 -- 6 10d 4 10d x 1-1/2 2345 1505 10.43 6.69 1840 1180 8.18 5.25

HUS26 HUS26 16 1-5/8 5-7/16 3 2 -- 14 16d 6 16d 6090 3915 27.09 17.41 5195 3625 23.11 16.12

Min 2 1485 620 6.61 2.76 1255 580 5.58 2.58

Max 4 1485 1035 6.61 4.60 1255 955 5.58 4.25

Min 4 3010 1430 13.39 6.36 2290 1320 10.19 5.87

Max 6 3010 1430 13.39 6.36 2290 1320 10.19 5.87

JL26 LU26 20 1-9/16 4-3/4 1-1/2 15/16 -- 6 10d 4 10d x 1-1/2 1385 1070 6.16 4.76 1085 930 4.83 4.14

JL28 LU28 20 1-9/16 6-3/8 1-1/2 15/16 -- 10 10d 6 10d x 1-1/2 2050 1495 9.12 6.65 1610 1225 7.16 5.45

ST26 LU26L 22 1-9/16 5 1-7/8 1-1/4 -- 6 10d x 1-1/2 5 8d x 1-1/2 1005 845 4.47 3.76 1005 845 4.47 3.76

ST28 -- 22 1-9/16 6-3/4 1-7/8 1-1/4 -- 8 10d x 1-1/2 7 8d x 1-1/2 1340 1185 5.96 5.27 1340 1185 5.96 5.27



JUS26 LUS26 18 1-9/16 4-13/16 1-3/4 1 -- 4 10d 4 10d 2600 1960 11.57 8.72 2395 1810 10.65 8.05

JUS28 LUS28 18 1-9/16 6-5/8 1-3/4 1 -- 6 10d 4 10d 2600 1960 11.57 8.72 2395 1810 10.65 8.05

MUS26 MUS26 18 1-9/16 5-1/16 2 1 -- 6 10d 6 10d 2845 1425 12.66 6.34 2825 1415 12.57 6.29

MUS28 MUS28 18 1-9/16 7-1/16 2 1 -- 8 10d 8 10d 3855 2030 17.15 9.03 3830 2015 17.04 8.96

SUH26 U26 16 1-9/16 5-1/8 2 1-3/16 -- 6 10d 4 10d x 1-1/2 2345 1505 10.43 6.69 1840 1180 8.18 5.25

SUH28 -- 16 1-9/16 6-5/8 2 1-3/16 -- 8 10d 6 10d x 1-1/2 3135 1505 13.95 6.69 2460 1180 10.94 5.25

HUS26 HUS26 16 1-5/8 5-7/16 3 2 -- 14 16d 6 16d 6090 3915 27.09 17.41 5195 3625 23.11 16.12

HUS28 HUS28 16 1-5/8 7-3/16 3 2 -- 22 16d 8 16d 8050 5775 35.81 25.69 6875 5345 30.58 23.78

Min 4 3010 1430 13.39 6.36 2290 1320 10.19 5.87

Max 6 3010 1430 13.39 6.36 2290 1320 10.19 5.87

Min 10 4 3010 1430 13.39 6.36 2290 1320 10.19 5.87

Max 14 6 5030 2185 22.37 9.72 4180 2050 18.59 9.12

JL28 LU28 20 1-9/16 6-3/8 1-1/2 15/16 -- 10 10d 6 10d x 1-1/2 2050 1495 9.12 6.65 1610 1225 7.16 5.45

JL210 LU210 20 1-9/16 8-1/4 1-1/2 15/16 -- 14 10d 8 10d x 1-1/2 2975 1925 13.23 8.56 2335 1575 10.39 7.01

ST28 -- 22 1-9/16 6-3/4 1-7/8 1-1/4 -- 8 10d x 1-1/2 7 8d x 1-1/2 1340 1185 5.96 5.27 1340 1185 5.96 5.27

ST210 -- 22 1-9/16 8 1-7/8 1-1/4 -- 10 10d x 1-1/2 8 8d x 1-1/2 1520 1350 6.76 6.01 1520 1350 6.76 6.01



JUS28 LUS28 18 1-9/16 6-5/8 1-3/4 1 -- 6 10d 4 10d 2600 1960 11.57 8.72 2395 1810 10.65 8.05

JUS210 LUS210 18 1-9/16 7-3/4 1-3/4 1 -- 8 10d 4 10d 2600 1960 11.57 8.72 2395 1810 10.65 8.05

MUS28 MUS28 18 1-9/16 7-1/16 2 1 -- 8 10d 8 10d 3855 2030 17.15 9.03 3830 2015 17.04 8.96

SUH28 -- 16 1-9/16 6-5/8 2 1-3/16 -- 8 10d 6 10d x 1-1/2 3135 1505 13.95 6.69 2460 1180 10.94 5.25

SUH210 U210 16 1-9/16 8 2 1-3/16 -- 10 10d 6 10d x 1-1/2 4080 2505 18.15 11.14 3205 1965 14.26 8.74

HUS28 HUS28 16 1-5/8 7-3/16 3 2 -- 22 16d 8 16d 8050 5775 35.81 25.69 6875 5345 30.58 23.78

HUS210 HUS210 16 1-5/8 9-3/16 3 2 -- 30 16d 10 16d 9625 8045 42.81 35.79 8070 7455 35.90 33.16

Min 10 4 3010 1430 13.39 6.36 2290 1320 10.19 5.87

Max 14 6 5030 2185 22.37 9.72 4180 2050 18.59 9.12

1) Factored uplift resistances have been increased 15% for short-term loads such as wind and earthquake; no further increase allowed. 2) 16d sinkers (0.148" dia. x 3-1/4" long) may be used at 0.85 of the table load where 16d commons are specified. This does not apply to JUS, HUS, MUS slant nail hangers. 3) NAILS: 8d x 1-1/2 nails are 0.131" dia. x 1-1/2" long, 10d x 1-1/2 nails are 0.148" dia. x 1-1/2" long, 10d nails are 0.148" dia. x 3" long, 16d nails are 0.162" dia. x 3-1/2" long. New products or updated product information are designated in blue font.

2-1/2 1-1/8 8 16d 10d x 1-1/2

2-1/2 1-1/8 10d x 1-1/28 16d HD28 HU28 14 1-9/16 5-1/4

HU26 HD26 14

2 x 6

3-1/2

1-9/16 3-1/2

HD28 HU28 14 1-9/16 5-1/4

MiTekStock No. GA

Joist Size

14 1-9/16

2 x 4

HD26 HU26

Corr

osio

nFi

nish

S-P-F Factored ResistanceDimensions (in)

Header Joist Lbs


kNFastener Schedule2,3

Min/Max

2-1/2 1-1/8

Lbs kN

2-1/2 1-1/8

HD210

2 x 8

2 x 10

1-1/82-1/27-3/161-9/1614

1-1/82-1/2

HU210 HD210

7-3/161-9/1614 HU210 16d 10d x 1-1/2

16d 10d x 1-1/2

4 16d 10d x 1-1/2

4 16d 10d x 1-1/2




A

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108

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Copyright © 2018 M




Joist Size Ref. No. W H D A Qty Type Qty Type 100% 115% 100% 115% 100% 115% 100% 115%

JL210 LU210 20 1-9/16 8-1/4 1-1/2 15/16 -- 14 10d 8 10d x 1-1/2 2975 1925 13.23 8.56 2335 1575 10.39 7.01

ST210 -- 22 1-9/16 8 1-7/8 1-1/4 -- 10 10d x 1-1/2 8 8d x 1-1/2 1520 1350 6.76 6.01 1520 1350 6.76 6.01


JUS210 LUS210 18 1-9/16 7-3/4 1-3/4 1 -- 8 10d 4 10d 2600 1960 11.57 8.72 2395 1810 10.65 8.05

SUH210 U210 16 1-9/16 8 2 1-3/16 -- 10 10d 6 10d x 1-1/2 4080 2505 18.15 11.14 3205 1965 14.26 8.74

HUS210 HUS210 16 1-5/8 9-3/16 3 2 -- 30 16d 10 16d 9625 8045 42.81 35.79 8070 7455 35.90 33.16

Min 10 4 3010 1430 13.39 6.36 2290 1320 10.19 5.87

Max 14 6 5030 2185 16.99 9.72 4180 2050 18.59 9.12

Min 14 6 2185 9.72 2050 9.12

Max 20 10 2775 12.34 2600 11.57

HD212IF HUC212 14 1-9/16 9-1/4 2 -- -- 16 16d 6 10d x 1-1/2 4545 2005 20.22 8.92 3565 1575 15.86 7.01

SUH214 U214 16 1-9/16 10 2 1-1/8 -- 12 10d 8 10d x 1-1/2 4105 2505 18.26 11.14 3225 1965 14.35 8.74

Min 14 6 2185 9.72 2050 9.12

Max 20 10 2775 12.34 2600 11.57

HD212IF HUC212 14 1-9/16 9-1/4 2 -- -- 16 16d 6 10d x 1-1/2 4545 2005 20.22 8.92 3565 1575 15.86 7.01

Min 16 8 5030 2185 22.37 9.72 4180 2050 18.59 9.12

Max 24 12 5585 2775 24.84 12.34 4710 2600 20.95 11.57

SUH214 U214 16 1-9/16 10 2 1-1/8 -- 12 10d 8 10d x 1-1/2 4105 2505 18.26 11.14 3225 1965 14.35 8.74

Min 14 6 2185 9.72 2050 9.12

Max 20 10 2775 12.34 2600 11.57

HD212IF HUC212 14 1-9/16 9-1/4 2 -- -- 16 16d 6 10d x 1-1/2 4545 2005 20.22 8.92 3565 1575 15.86 7.01

Min 16 8 5030 2185 22.37 9.72 4180 2050 18.59 9.12

Max 24 12 5585 2775 24.84 12.34 4710 2600 20.95 11.57

Min 18 8 5030 2775 22.37 12.34 4180 2600 18.59 11.57

Max 26 12 5585 3495 24.84 15.55 4710 3270 20.95 14.55

JUS24-2 LUS24-2 18 3-1/8 3-7/16 2 1 -- 4 16d 2 16d 1445 1180 6.43 5.25 1330 1105 5.92 4.92

SUH24-2 U24-2 16 3-1/8 3-1/8 2 1-1/8 -- 6 10d 2 10d 1910 825 8.50 3.67 1500 650 6.67 2.89

HD24-2 HU24-2 14 3-1/8 3-1/2 2-1/2 1-1/8 -- 4 16d 2 10d 1455 635 6.47 2.82 1340 565 5.96 2.51

HUS24-2 -- 14 3-1/8 3-7/16 2 1 -- 4 16d 2 16d 1670 1490 7.43 6.63 1285 1375 5.72 6.12

HUS24-2IF -- 14 3-1/8 3-7/16 2 1 -- 4 16d 2 16d 1670 1490 7.43 6.63 1285 1375 5.72 6.12

DT26 -- 22 3-1/16 5 2 1-1/4 -- 8 16d x 2-1/2 5 8d x 1-1/2 1385 845 6.16 3.76 1385 845 6.16 3.76

JUS26-2 LUS26-2 18 3-1/8 5-1/4 2 1 -- 4 16d 4 16d 2090 2445 9.30 10.88 1920 2245 8.54 9.99

SUH26-2 U26-2 16 3-1/8 5-1/16 2 1-1/8 -- 8 10d 4 10d 3135 1665 13.95 7.41 2460 1310 10.94 5.83

HUS26-2 HUS26-2 14 3-1/8 5-1/4 2 1 -- 4 16d 4 16d 3175 1955 14.12 8.70 2570 1850 11.43 8.23

HUS26-2IF HUSC26-2 14 3-1/8 5-1/4 2 -- -- 4 16d 4 16d 3175 1955 14.12 8.70 2570 1850 11.43 8.23

Min 8 4 3010 1430 13.39 6.36 2290 1320 10.19 5.87

Max 12 6 4355 2460 19.37 10.94 3550 2200 15.79 9.79

Min 8 4 3010 1430 13.39 6.36 2290 1320 10.19 5.87

Max 12 6 4355 2460 19.37 10.94 3550 2200 15.79 9.79

DT26 -- 22 3-1/16 5 2 1-1/4 -- 8 16d x 2-1/2 5 8d x 1-1/2 1385 845 6.16 3.76 1385 845 6.16 3.76

DT28 -- 22 3-1/16 6-3/4 2 1-1/4 -- 10 16d x 2-1/2 7 8d x 1-1/2 1510 1185 6.72 5.27 1510 1185 6.72 5.27

JUS26-2 LUS26-2 18 3-1/8 5-1/4 2 1 -- 4 16d 4 16d 2090 2445 9.30 10.88 1920 2245 8.54 9.99

JUS28-2 LUS28-2 18 3-1/8 7-1/8 2 1 -- 6 16d 4 16d 3960 2445 17.61 10.88 3200 2245 14.23 9.99

SUH26-2 U26-2 16 3-1/8 5-1/16 2 1-1/8 -- 8 10d 4 10d 3135 1665 13.95 7.41 2460 1310 10.94 5.83

SUH28-2 -- 16 3-1/8 6-1/4 2 1-1/8 -- 10 10d 4 10d 3135 1665 13.95 7.41 2460 1310 10.94 5.83

HUS26-2 HUS26-2 14 3-1/8 5-1/4 2 1 -- 4 16d 4 16d 3175 1955 14.12 8.70 2570 1850 11.43 8.23

HUS26-2IF HUSC26-2 14 3-1/8 5-1/4 2 -- -- 4 16d 4 16d 3175 1955 14.12 8.70 2570 1850 11.43 8.23

HUS28-2 HUS28-2 14 3-1/8 7-1/8 2 1 -- 6 16d 6 16d 3175 4665 14.12 20.75 2570 4310 11.43 19.17

HUS28-2IF HUSC28-2 14 3-1/8 7-1/8 2 -- -- 6 16d 6 16d 3175 4665 14.12 20.75 2570 4310 11.43 19.17

Min 8 4 3010 1430 13.39 6.36 2290 1320 10.19 5.87

Max 12 6 4355 2460 19.37 10.94 3550 2200 15.79 9.79

Min 8 4 3010 1430 13.39 6.36 2290 1320 10.19 5.87

Max 12 6 4355 2460 19.37 10.94 3550 2200 15.79 9.79

Min 10 4 3010 1730 13.39 7.70 2290 1545 10.19 6.87

Max 14 6 5030 2460 22.37 10.94 4180 2200 18.59 9.79

Min 10 4 3010 1730 13.39 7.70 2290 1545 10.19 6.87

Max 14 6 5030 2460 22.37 10.94 4180 2200 18.59 9.79

1) Factored uplift resistances have been increased 15% for short-term loads such as wind and earthquake; no further increase allowed. 2) 16d sinkers (0.148" dia. x 3-1/4" long) may be used at 0.85 of the table load where 16d commons are specified. This does not apply to JUS, HUS, MUS slant nail hangers. 3) WS3 Wood Screws are 1/4" x 3" long and are included with HDQ hangers. 4) NAILS: 8d x 1-1/2 nails are 0.131" dia. x 1-1/2" long, 10d x 1-1/2 nails are 0.148" dia. x 1-1/2" long, 10d nails are 0.148" dia. x 3" long, 16d nails are 0.162" dia. x 3-1/2" long, 16d x 2-1/2 nails are 0.162" dia. x 2-1/2" long. New products or updated product information are designated in blue font.

10d x 1-1/2

16d 10d x 1-1/21-1/87-3/161-9/16

7-1/8 2-1/2 -- 16d

16d

16d

10d

16d 10d

16d 10d

1-1/8

1-1/8

2-1/2

2-1/2

16d

16d 10d2-1/2

2-1/2 1-1/8

1-1/8

14 HU210

1-1/8

2-1/2

2-1/2 HU212 9-13/161-9/1614

7-1/8

14

14

HU26-2

HU28-2

5-1/43-1/814 HUC26-2

3-1/8

1-9/16

16d 10d

5-1/4 10d

10d x 1-1/2

16d 10d x 1-1/2

1-9/16

1-9/16 1-1/8

1-1/810-13/16 2-1/2

12-3/4 2-1/2

5-1/4

5-1/4

1-1/82-1/2

HD26-2

HD26-2IF

(2) 2 x 6

HD26-2

3-1/8

3-1/814

14 HU26-2

HUC26-2

(2) 2 x 8

HD28-2IF HUC28-2 14 3-1/8

HD26-2IF

HD28-2 3-1/8

MiTekStock No. GA

(2) 2 x 4

14

2 x 14

2 x 16

14

14 HU214

HU216

HD214

HD216

HD212 HU212

HD214 HU214 14

2 x 12

HD210

HD212

Dimensions (in) DF Factored Resistance S-P-F Factored Resistance

Corr

osio

nFi

nish

Header Joist Lbs kN Lbs kNFastener Schedule2,3,4

Min/Max

10-13/16 1-1/82-1/2 16d 10d x 1-1/2

1-9/16 9-13/16 2-1/2 1-1/8 16d 10d x 1-1/2

2-1/2 16d 10d x 1-1/2 HD212 HU212 14 1-9/16 1-1/89-13/16

5030 22.37 4180 18.59

5030 22.37 4180 18.59

5030 22.37 4180 18.59




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DT28 -- 22 3-1/16 6-3/4 2 1-1/4 -- 10 16d x 2-1/2 7 8d x 1-1/2 1510 1185 6.72 5.27 1510 1185 6.72 5.27

DT210 -- 22 3-1/16 7-7/8 2 1-1/4 -- 12 16d x 2-1/2 8 8d x 1-1/2 1640 1350 7.30 6.01 1640 1350 7.30 6.01

JUS28-2 LUS28-2 18 3-1/8 7-1/8 2 1 -- 6 16d 4 16d 3960 2445 17.61 10.88 3200 2245 14.23 9.99

JUS210-2 LUS210-2 18 3-1/8 9-1/8 2 1 -- 8 16d 6 16d 3960 4615 17.61 20.53 3200 4245 14.23 18.88

SUH28-2 -- 16 3-1/8 6-1/4 2 1-1/8 -- 10 10d 4 10d 3135 1665 13.95 7.41 2460 1310 10.94 5.83

SUH210-2 U210-2 16 3-1/8 8-9/16 2 1-1/8 -- 16 10d 6 10d 6435 2920 28.62 12.99 5055 2290 22.49 10.19

HUS28-2 HUS28-2 14 3-1/8 7-1/8 2 1 -- 6 16d 6 16d 3175 4665 14.12 20.75 2570 4310 11.43 19.17

HUS28-2IF HUSC28-2 14 3-1/8 7-1/8 2 -- -- 6 16d 6 16d 3175 4665 14.12 20.75 2570 4310 11.43 19.17

Min 10 4 3010 1730 13.39 7.70 2290 1545 10.19 6.87

Max 14 6 5030 2460 22.37 10.94 4180 2200 18.59 9.79

Min 10 4 3010 1730 13.39 7.70 2290 1545 10.19 6.87

Max 14 6 5030 2460 22.37 10.94 4180 2200 18.59 9.79

HUS210-2 HUS210-2 14 3-1/8 9-1/8 2 1 -- 8 16d 8 16d 4755 4665 21.15 20.75 3860 4310 17.17 19.17

HUS210-2IF HUSC210-2 14 3-1/8 9-1/8 2 -- -- 8 16d 8 16d 4755 4665 21.15 20.75 3860 4310 17.17 19.17

Min 14 6 5030 2460 22.37 10.94 4180 2200 18.59 9.79

Max 20 10 5870 4070 26.11 18.10 4625 3640 20.57 16.19

Min 14 6 5030 2460 22.37 10.94 4180 2200 18.59 9.79

Max 20 10 5870 4070 26.11 18.10 4625 3640 20.57 16.19

HDQ210-2IF HUCQ210-2-SDS 14 3-1/4 9 3 1-1/2 -- 12 WS3 6 WS3 8460 4970 37.63 22.11 7385 4335 32.85 19.28

DT210 -- 22 3-1/16 7-7/8 2 1-1/4 -- 12 16d x 2-1/2 8 8d x 1-1/2 1640 1350 7.30 6.01 1640 1350 7.30 6.01

JUS210-2 LUS210-2 18 3-1/8 9-1/8 2 1 -- 8 16d 6 16d 3960 4615 17.61 20.53 3200 4245 14.23 18.88

SUH210-2 U210-2 16 3-1/8 8-9/16 2 1-1/8 -- 16 10d 6 10d 6435 2920 28.62 12.99 5055 2290 22.49 10.19

HUS210-2 HUS210-2 14 3-1/8 9-1/8 2 1 -- 8 16d 8 16d 4755 4665 21.15 20.75 3860 4310 17.17 19.17

HUS210-2IF HUSC210-2 14 3-1/8 9-1/8 2 -- -- 8 16d 8 16d 4755 4665 21.15 20.75 3860 4310 17.17 19.17

Min 14 6 5030 2460 22.37 10.94 4180 2200 18.59 9.79

Max 20 10 5870 4070 26.11 18.10 4625 3640 20.57 16.19

Min 14 6 5030 2460 22.37 10.94 4180 2200 18.59 9.79

Max 20 10 5870 4070 26.11 18.10 4625 3640 20.57 16.19

HUS212-2 HUS212-2 14 3-1/8 11-1/8 2 1 -- 10 16d 10 16d 5820 6375 25.89 28.36 4775 6375 21.24 28.36

HUS212-2IF HUSC212-2 14 3-1/8 11-1/8 2 -- -- 10 16d 10 16d 5820 6375 25.89 28.36 4775 6375 21.24 28.36

Min 16 8 5030 2460 22.37 10.94 4180 2200 18.59 9.79

Max 24 12 7540 4070 33.54 18.10 6965 3640 30.98 16.19

Min 16 8 5030 2460 22.37 10.94 4180 2200 18.59 9.79

Max 24 12 7540 4070 33.54 18.10 6965 3640 30.98 16.19


JUS210-2 LUS210-2 18 3-1/8 9-1/8 2 1 -- 8 16d 6 16d 3960 4615 17.61 20.53 3200 4245 14.23 18.88

JUS214-2 LUS214-2 18 3-1/8 13-1/8 2 1 -- 12 16d 6 16d 4685 4615 20.84 20.53 4055 4245 18.04 18.88

SUH210-2 U210-2 16 3-1/8 8-9/16 2 1-1/8 -- 16 10d 6 10d 6435 2920 28.62 12.99 5055 2290 22.49 10.19

HUS210-2 HUS210-2 14 3-1/8 9-1/8 2 1 -- 8 16d 8 16d 4755 4665 21.15 20.75 3860 4310 17.17 19.17

HUS210-2IF HUSC210-2 14 3-1/8 9-1/8 2 -- -- 8 16d 8 16d 4755 4665 21.15 20.75 3860 4310 17.17 19.17

Min 14 6 5030 2460 22.37 10.94 4180 2200 18.59 9.79

Max 20 10 5870 4070 26.11 18.10 4625 3640 20.57 16.19

Min 14 6 5030 2460 22.37 10.94 4180 2200 18.59 9.79

Max 20 10 5870 4070 26.11 18.10 4625 3640 20.57 16.19

HUS212-2 HUS212-2 14 3-1/8 11-1/8 2 1 -- 10 16d 10 16d 5820 6375 25.89 28.36 4775 6375 21.24 28.36

HUS212-2IF HUSC212-2 14 3-1/8 11-1/8 2 -- -- 10 16d 10 16d 5820 6375 25.89 28.36 4775 6375 21.24 28.36

Min 16 8 5030 2460 22.37 10.94 4180 2200 18.59 9.79

Max 24 12 7540 4070 33.54 18.10 6965 3640 30.98 16.19

Min 16 8 5030 2460 22.37 10.94 4180 2200 18.59 9.79

Max 24 12 7540 4070 33.54 18.10 6965 3640 30.98 16.19

Min 18 8 5030 2775 22.37 12.34 4180 2600 18.59 11.57

Max 26 12 7540 4070 33.54 18.10 6965 3640 30.98 16.19


1) Factored uplift resistances have been increased 15% for short-term loads such as wind and earthquake; no further increase allowed. 2) 16d sinkers (0.148" dia. x 3-1/4" long) may be used at 0.85 of the table load where 16d commons are specified. This does not apply to JUS, HUS, MUS slant nail hangers. 3) WS15 are 1/4" x 1-1/2" long, WS3 Wood Screws are 1/4" x 3" long and are included with HDQ hangers. 4) NAILS: 8d x 1-1/2 nails are 0.131" dia. x 1-1/2" long, 10d nails are 0.148" dia. x 3" long, 16d nails are 0.162" dia. x 3-1/2" long, 16d x 2-1/2 nails are 0.162" dia. x 2-1/2" long. New products or updated product information are designated in blue font.

(2) 2 x 10

HD210-2 HU210-2 2-1/2

2-1/2 --

16d 10d

16d

16d 10d

16d 10d

7-1/83-1/8

11 10d

1-1/8

--

3-1/8 9

10d

1-1/8

16d 10d

16d 10d2-1/2 --

HD210-2IF HUC210-2 14 3-1/8 9 16d

14

Corr

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nish

Header Joist Lbs kN Lbs kN

DF Factored Resistance S-P-F Factored ResistanceFastener Schedule2,3,4

Min/MaxGA

Dimensions (in)

(2) 2 x 12

HD210-2 HU210-2 14 3-1/8 9 2-1/2 1-1/8

HD210-2IF HUC210-2 14

2-1/2

2-1/2

3-1/8 9

HD212-2 HU212-2 14 3-1/8 11

HD212-2IF HUC212-2 14 3-1/8

MiTekStock No.

10d HD28-2IF HUC28-2 14 3-1/8 7-1/8 2-1/2 -- 16d

1-1/82-1/214 HU28-2 HD28-2

HUC210-2 14 3-1/8

10d

16d 10d

3-1/8 914

2-1/2

HU210-2

10d

1-1/8

--

1-1/8

10d

16d 10d

2-1/2

2-1/2

2-1/2 16d

(2) 2 x 14

2-1/2

9

HD212-2 HU212-2 14 3-1/8 11

16d

16d

HD212-2IF HUC212-2

HD214-2 HU214-2

14 3-1/8

1-1/8

--

11

14 3-1/8 13

HD210-2

HD210-2IF




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JUS214-2 LUS214-2 18 3-1/8 13-1/8 2 1 -- 12 16d 6 16d 4685 4615 20.84 20.53 4055 4245 18.04 18.88

Min 16 8 5030 2460 22.37 10.94 4180 2200 18.59 9.79

Max 24 12 7540 4070 33.54 18.10 6965 3640 30.98 16.19

Min 16 8 5030 2460 22.37 10.94 4180 2200 18.59 9.79

Max 24 12 7540 4070 33.54 18.10 6965 3640 30.98 16.19

Min 18 8 5030 2775 22.37 12.34 4180 2600 18.59 11.57

Max 26 12 7540 4070 33.54 18.10 6965 3640 30.98 16.19

Min 22 10 5870 4070 26.11 18.10 4625 3640 20.57 16.19

Max 30 14 7540 4070 33.54 18.10 6965 3640 30.98 16.19

SUH34 U34 16 2-9/16 3-3/8 2 1-1/8 -- 6 10d 2 10d x 1-1/2 1910 795 8.50 3.54 1500 625 6.67 2.78

Min 2 1485 620 6.61 2.76 1255 580 5.58 2.58

Max 4 1485 1035 6.61 4.60 1255 955 5.58 4.25

Min 2 1485 620 6.61 2.76 1255 580 5.58 2.58

Max 4 1485 1035 6.61 4.60 1255 955 5.58 4.25

JUS36 LUS36 18 2-9/16 5-5/16 2 1 -- 4 16d 4 16d 2090 2445 9.30 10.88 1920 2245 8.54 9.99

SUH36 U36 16 2-9/16 5-5/16 2 1-1/8 -- 8 10d 4 10d x 1-1/2 3135 1505 13.95 6.69 2460 1180 10.94 5.25

Min 4 3010 1430 13.39 6.36 2290 1320 10.19 5.87

Max 6 3010 1430 13.39 6.36 2290 1320 10.19 5.87

Min 4 3010 1430 13.39 6.36 2290 1320 10.19 5.87

Max 6 3010 1430 13.39 6.36 2290 1320 10.19 5.87

JUS36 LUS36 18 2-9/16 5-5/16 2 1 -- 4 16d 4 16d 2090 2445 9.30 10.88 1920 2245 8.54 9.99

JUS38 -- 18 2-9/16 6-3/4 2 1 -- 6 16d 4 16d 3960 2445 17.61 10.88 3200 2245 14.23 9.99

SUH36 U36 16 2-9/16 5-5/16 2 1-1/8 -- 8 10d 4 10d x 1-1/2 2345 1505 10.43 6.69 2460 1180 10.94 5.25

Min 10 4 3010 1430 13.39 6.36 2290 1320 10.19 5.87

Max 14 6 5030 2185 22.37 9.72 4180 2050 18.59 9.12

Min 10 4 3010 1430 13.39 6.36 2290 1320 10.19 5.87

Max 14 6 5030 2185 22.37 9.72 4180 2050 18.59 9.12

JUS38 -- 18 2-9/16 6-3/4 2 1 -- 6 16d 4 16d 3960 2445 17.61 10.88 3200 2245 14.23 9.99

JUS310 LUS310 18 2-9/16 9-1/8 2 1 -- 8 16d 6 16d 3960 4615 17.61 20.53 3200 4245 14.23 18.88

SUH310 U310 16 2-9/16 8-7/8 2 1-1/8 -- 14 10d 6 10d x 1-1/2 6435 2505 28.62 11.14 5055 1965 22.49 8.74

Min 10 4 3010 1430 13.39 6.36 2290 1320 10.19 5.87

Max 14 6 5030 2185 22.37 9.72 4180 2050 18.59 9.12

Min 10 4 3010 1430 13.39 6.36 2290 1320 10.19 5.87

Max 14 6 5030 2185 22.37 9.72 4180 2050 18.59 9.12

Min 10 4 3010 1430 13.39 6.36 2290 1320 10.19 5.87

Max 14 6 5030 2185 22.37 9.72 4180 2050 18.59 9.12

Min 10 4 3010 1430 13.39 6.36 2290 1320 10.19 5.87

Max 14 6 5030 2185 22.37 9.72 4180 2050 18.59 9.12

HDQ310IF HUCQ310-SDS 14 2-9/16 9 3 1-3/16 -- 8 WS3 4 WS15 4975 1765 22.13 7.85 4460 1765 19.84 7.85

JUS310 LUS310 18 2-9/16 9-1/8 2 1 -- 8 16d 6 16d 3960 4615 17.61 20.53 3200 4245 14.23 18.88

SUH310 U310 16 2-9/16 8-7/8 2 1-1/8 -- 14 10d 6 10d x 1-1/2 6435 2505 28.62 11.14 5055 1965 22.49 8.74

Min 10 4 3010 1430 13.39 6.36 2290 1320 10.19 5.87

Max 14 6 5030 2185 22.37 9.72 4180 2050 18.59 9.12

Min 10 4 3010 1430 13.39 6.36 2290 1320 10.19 5.87

Max 14 6 5030 2185 22.37 9.72 4180 2050 18.59 9.12


Min 14 6 2185 9.72 2050 9.12

Max 20 10 2775 12.34 2600 11.57

Min 14 6 2185 9.72 2050 9.12

Max 20 10 2775 12.34 2600 11.57

1) Factored uplift resistances have been increased 15% for short-term loads such as wind and earthquake; no further increase allowed. 2) 16d sinkers (0.148" dia. x 3-1/4" long) may be used at 0.85 of the table load where 16d commons are specified. This does not apply to JUS, HUS, MUS slant nail hangers. 3) WS15 are 1/4" x 1-1/2" long, WS3 Wood Screws are 1/4" x 3" long and are included with HDQ hangers. 4) NAILS: 10d x 1-1/2 nails are 0.148" dia. x 1-1/2" long, 10d nails are 0.148" dia. x 3" long, 16d nails are 0.162" dia. x 3-1/2" long. New products or updated product information are designated in blue font.

5030

5030

22.37

22.37

4180

4180

18.59

18.59

16d 10d x 1-1/2

Corr

osio

nFi

nishMin/

Max

Header Joist Lbs kN

16d 10d x 1-1/2

Lbs kN

10d x 1-1/2

10d x 1-1/2

16d 10d x 1-1/2

16d 10d x 1-1/2

16d 10d x 1-1/2

16d 10d x 1-1/2

16d 10d x 1-1/28

8

MiTekStock No. GA

Dimensions (in) Fastener Schedule2,3,4 DF Factored Resistance S-P-F Factored Resistance

16d 10d

HD212-2IF HUC212-2 14 3-1/8 11 2-1/2 -- 16d

HD212-2 HU212-2 14 3-1/8 11 2-1/2 1-1/8

10d

HD214-2 HU214-2 14 3-1/8 13 2-1/2 1-1/8 16d 10d

1-1/8 16d 10d

3 x 4 HD34 HU34 14 2-9/16 3 2-1/2

HD216-2 HU216-2 14 3-1/8 14 2-1/2

(2) 2 x 16

1-1/8 4 16d 10d x 1-1/2

HD34IF HUC34 14 2-9/16 3 2-1/2 -- 4 16d 10d x 1-1/2

3 x 6

3 x 8 HD38 HU38 14 2-9/16 6-11/16 2-1/2 1-1/8 16d 10d x 1-1/2

HD38IF HUC38 14 2-9/16 6-11/16 2-1/2 -- 16d 10d x 1-1/2

3 x 10

HD38 HU38 14 2-9/16 6-11/16 2-1/2 1-1/8 16d

HD38IF HUC38 14 2-9/16 6-11/16 2-1/2 -- 16d

HD310 HU310 14 2-9/16

3 x 12

7-7/16 2-1/2 1-1/8

HD310IF HUC310 14 2-9/16 7-7/16 2-1/2 --

HD312IF HUC312 14 2-9/16 9-5/16 2-1/2 --

14 2-9/16 9-5/16 2-1/2 1-1/8 HD312

HD36 HU36 14 2-9/16 4-3/4 2-1/2 1-1/8

14 2-9/16 4-3/4 2-1/2 -- HD36IF HUC36

HU312 10d x 1-1/216d

HD310 HU310 14 2-9/16

7-7/16 2-1/2 1-1/8

HD310IF HUC310 14 2-9/16 7-7/16 2-1/2 --




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JUS310 LUS310 18 2-9/16 9-1/8 2 1 -- 8 16d 6 16d 3960 4615 23.00 16.61 3200 4245 18.04 13.03

SUH314 U314 16 2-9/16 10-9/16 2 1-1/8 -- 16 10d 6 10d x 1-1/2 4320 2145 19.22 9.54 3720 1845 16.55 8.21


Min 14 6 2185 9.72 2050 9.12

Max 20 10 2775 12.34 2600 11.57

Min 14 6 2185 9.72 2050 9.12

Max 20 10 2775 12.34 2600 11.57

Min 16 8 5030 2185 22.37 9.72 4180 2050 18.59 9.12

Max 24 12 5585 3495 24.84 15.55 4710 3270 20.95 14.55

Min 16 8 5030 2185 22.37 9.72 4180 2050 18.59 9.12

Max 24 12 5585 3495 24.84 15.55 4710 3270 20.95 14.55

SUH314 U314 16 2-9/16 10-9/16 2 1-1/8 -- 16 10d 6 10d x 1-1/2 4320 2145 19.22 9.54 3720 1845 16.55 8.21

Min 16 8 5030 2185 22.37 9.72 4180 2050 18.59 9.12

Max 24 12 5585 3495 24.84 15.55 4710 3270 20.95 14.55

Min 16 8 5030 2185 22.37 9.72 4180 2050 18.59 9.12

Max 24 12 5585 3495 24.84 15.55 4710 3270 20.95 14.55

Min 18 8 5030 2775 22.37 12.34 4180 2600 18.59 11.57

Max 26 12 5585 3495 24.84 15.55 4710 3270 20.95 14.55

Min 18 8 5030 2775 22.37 12.34 4180 2600 18.59 11.57

Max 26 12 5585 3495 24.84 15.55 4710 3270 20.95 14.55

Min 10 4 3010 1730 13.39 7.70 2290 1545 10.19 6.87

Max 14 6 5030 2460 22.37 10.94 4180 2200 18.59 9.79

Min 10 4 3010 1730 13.39 7.70 2290 1545 10.19 6.87

Max 14 6 5030 2460 22.37 10.94 4180 2200 18.59 9.79

Min 14 6 5030 2460 22.37 10.94 4180 2200 18.59 9.79

Max 20 10 5870 4070 26.11 18.10 4625 3640 20.57 16.19

Min 16 8 5030 2460 22.37 10.94 4180 2200 18.59 9.79

Max 24 12 5870 4070 26.11 18.10 4625 3640 20.57 16.19

Min 16 8 5030 2460 22.37 10.94 4180 2200 18.59 9.79

Max 24 12 5870 4070 26.11 18.10 4625 3640 20.57 16.19

JUS26-3 LUS26-3 18 4-5/8 4-1/2 2 1 -- 4 16d 4 16d 2090 2445 9.30 10.88 1920 2245 8.54 9.99

SUH26-3 U26-3 16 4-5/8 5-1/4 2 1 -- 8 10d 2 10d 1910 825 8.50 3.67 1500 650 6.67 2.89

Min 8 4 3010 1430 13.39 6.36 2290 1320 10.19 5.87

Max 12 6 4355 2460 19.37 10.94 3550 2200 15.79 9.79

Min 8 4 3010 1430 13.39 6.36 2290 1320 10.19 5.87

Max 12 6 4355 2460 19.37 10.94 3550 2200 15.79 9.79

JUS26-3 LUS26-3 18 4-5/8 4-1/2 2 1 -- 4 16d 4 16d 2090 2445 9.30 10.88 1920 2245 8.54 9.99

JUS28-3 LUS28-3 18 4-5/8 6-3/8 2 1 -- 6 16d 4 16d 3960 2445 17.61 10.88 3200 2245 14.23 9.99

SUH26-3 U26-3 16 4-5/8 5-1/4 2 1 -- 8 10d 2 10d 1910 825 8.50 3.67 1500 650 6.67 2.89

Min 8 4 3010 1430 13.39 6.36 2290 1320 10.19 5.87

Max 12 6 4355 2460 19.37 10.94 3550 2200 15.79 9.79

Min 8 4 3010 1430 13.39 6.36 2290 1320 10.19 5.87

Max 12 6 4355 2460 19.37 10.94 3550 2200 15.79 9.79

Min 10 4 3010 1730 13.39 7.70 2290 1545 10.19 6.87

Max 14 6 5030 2460 22.37 10.94 4180 2200 18.59 9.79

Min 10 4 3010 1730 13.39 7.70 2290 1545 10.19 6.87

Max 14 6 5030 2460 22.37 10.94 4180 2200 18.59 9.79

1) Factored uplift resistances have been increased 15% for short-term loads such as wind and earthquake; no further increase allowed. 2) 16d sinkers (0.148" dia. x 3-1/4" long) may be used at 0.85 of the table load where 16d commons are specified. This does not apply to JUS, HUS, MUS slant nail hangers. 3) WS15 are 1/4" x 1-1/2" long, WS3 Wood Screws are 1/4" x 3" long and are included with HDQ hangers. 4) NAILS: 8d x 1-1/2 nails are 0.131" dia. x 1-1/2" long, 10d x 1-1/2 nails are 0.148" dia. x 1-1/2" long, 10d nails are 0.148" dia. x 3" long, 16d nails are 0.162" dia. x 3-1/2" long. New products or updated product information are designated in blue font.

Corr

osio

nFi

nishMiTek

Stock No. GA


Dimensions (in) DF Factored Resistance S-P-F Factored ResistanceFastener Schedule2,3,4

Min/Max

3 x 14

(3) 2 x 6

16d HD314 HU314 14 2-9/16 11-5/16 10d x 1-1/22-1/2 1-1/8

16d 10d x 1-1/2

HD312IF HUC312 14 2-9/16 9-5/16 2-1/2 -- 16d 10d x 1-1/2

HD312 HU312 14 2-9/16 9-5/16 2-1/2 1-1/8

HD314IF HUC314 14 2-9/16 11-5/16 2-1/2 -- 16d 10d x 1-1/2

2-1/2 1-1/8 16d 10d x 1-1/2

HD314IF HUC314 14 2-9/16 11-5/16 2-1/2 -- 16d 10d x 1-1/2

HD314 HU314 14 2-9/16 11-5/16

5-1/8 6-1/8

2-1/2 1-1/8 16d 10d x 1-1/2

HD316IF HUC316 14 2-9/16 13-5/16 2-1/2 -- 16d 10d x 1-1/2

HD316 HU316 14 2-9/16 13-5/16

1-1/8 16d 10d

HD310-2 HU310-2 14 5-1/8 8

2-1/2 1-1/8 16d 10d

HD38-2 HU38-2 14 5-1/8 6-1/8 2-1/2 1-1/8 16d 10d

HD38-2 HU38-2 14

2-1/2 1-1/8 16d 10d

3 x 16

(2) 3 x 8

(2) 3 x 10

(2) 3 x 12

(2) 3 x 14 HD312-2 HU312-2 14 5-1/8 10

2-1/2 1-1/8 16d 10d

HD312-2 HU312-2 14 5-1/8 10 2-1/2

2-1/2 1-1/8 16d 10d

HD26-3IF HUC26-3 14 4-5/8 4-1/2 2-1/2 -- 16d 10d

HD26-3 HU26-3 14 4-5/8 4-1/2

14 4-5/8 6-3/8

2-1/2 1-1/8 16d 10d

HD26-3IF HUC26-3 14 4-5/8 4-1/2 2-1/2 -- 16d 10d

HD26-3 HU26-3 14 4-5/8 4-1/2

5030 22.37 4180 18.59

5030 22.37 4180 18.59

(3) 2 x 8

2-1/2 1-1/8 16d 10d

HD28-3IF -- 14 4-5/8 6-3/8 2-1/2 -- 16d 10d

HD28-3 --




A

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Copyright © 2018 M





JUS28-3 LUS28-3 18 4-5/8 6-3/8 2 1 -- 6 16d 4 16d 3960 2445 17.61 10.88 3200 2245 14.23 9.99

JUS210-3 LUS210-3 18 4-5/8 8-3/8 2 1 -- 8 16d 6 16d 3960 4615 17.61 20.53 3200 4245 14.23 18.88

SUH210-3 U210-3 16 4-5/8 8-3/8 2 1 -- 14 10d 6 10d 6435 2920 28.62 12.99 5055 2290 22.49 10.19

Min 10 4 3010 1730 13.39 7.70 2290 1545 10.19 6.87

Max 14 6 5030 2460 22.37 10.94 4180 2200 18.59 9.79

Min 10 4 3010 1730 13.39 7.70 2290 1545 10.19 6.87

Max 14 6 5030 2460 22.37 10.94 4180 2200 18.59 9.79

Min 14 6 5030 2460 22.37 10.94 4180 2200 18.59 9.79

Max 20 10 5870 4070 26.11 18.10 4625 3640 20.57 16.19

Min 14 6 5030 2460 22.37 10.94 4180 2200 18.59 9.79

Max 20 10 5870 4070 26.11 18.10 4625 3640 20.57 16.19


JUS210-3 LUS210-3 18 4-5/8 8-3/8 2 1 -- 8 16d 6 16d 3960 4615 17.61 20.53 3200 4245 14.23 18.88

SUH210-3 U210-3 16 4-5/8 8-3/8 2 1 -- 14 10d 6 10d 6435 2920 28.62 12.99 5055 2290 22.49 10.19

Min 14 6 5030 2460 22.37 10.94 4180 2200 18.59 9.79

Max 20 10 5870 4070 26.11 18.10 4625 3640 20.57 16.19

Min 14 6 5030 2460 22.37 10.94 4180 2200 18.59 9.79

Max 20 10 5870 4070 26.11 18.10 4625 3640 20.57 16.19


Min 16 8 5030 2460 22.37 10.94 4180 2200 18.59 9.79

Max 24 12 5870 4070 26.11 18.10 4625 3640 20.57 16.19

Min 16 8 5030 2460 22.37 10.94 4180 2200 18.59 9.79

Max 24 12 5870 4070 26.11 18.10 4625 3640 20.57 16.19

JUS210-3 LUS210-3 18 4-5/8 8-3/8 2 1 -- 8 16d 6 16d 3960 4615 17.61 20.53 3200 4245 14.23 18.88

SUH210-3 U210-3 16 4-5/8 8-3/8 2 1 -- 14 10d 6 10d 6435 2920 28.62 12.99 5055 2290 22.49 10.19


Min 16 8 5030 2460 22.37 10.94 4180 2200 18.59 9.79

Max 24 12 5870 4070 26.11 18.10 4625 3640 20.57 16.19

Min 16 8 5030 2460 22.37 10.94 4180 2200 18.59 9.79

Max 24 12 5870 4070 26.11 18.10 4625 3640 20.57 16.19

Min 18 8 5030 2775 22.37 12.34 4180 2600 18.59 11.57

Max 26 12 5870 4070 26.11 18.10 4625 3640 20.57 16.19

Min 16 8 5030 2460 22.37 10.94 4180 2200 18.59 9.79

Max 24 12 5870 4070 26.11 18.10 4625 3640 20.57 16.19

Min 16 8 5030 2460 22.37 10.94 4180 2200 18.59 9.79

Max 24 12 5870 4070 26.11 18.10 4625 3640 20.57 16.19

Min 18 8 5030 2775 22.37 12.34 4180 2600 18.59 11.57

Max 26 12 5870 4070 26.11 18.10 4625 3640 20.57 16.19

Min 22 10 5870 4070 26.11 18.10 4625 3640 20.57 16.19

Max 30 14 7715 4070 34.32 18.10 6535 3640 29.07 16.19

Min 10 4 3010 1590 13.39 7.07 2290 1505 10.19 6.69

Max 14 6 5030 2460 22.37 10.94 4180 2200 18.59 9.79

Min 14 6 2460 10.94 2200 9.79

Max 18 8 3745 16.66 3480 15.48

Min 14 6 2460 10.94 2200 9.79

Max 18 8 3745 16.66 3480 15.48

Min 14 6 2460 10.94 2200 9.79

Max 18 8 3745 16.66 3480 15.48

JUS44 LUS44 18 3-5/8 3-1/4 2 1 -- 4 16d 2 16d 1245 1180 5.54 5.25 1145 1105 5.09 4.92

SUH44 U44 16 3-9/16 2-7/8 2 1-1/8 -- 6 10d 2 10d 1910 825 8.50 3.67 1500 650 6.67 2.89

HD44 HU44 14 3-9/16 3-5/16 2-1/2 1-1/8 -- 4 16d 2 10d 1455 865 6.47 3.85 1340 775 5.96 3.45

HD44IF HUC44 14 3-9/16 3-5/16 2-1/2 -- -- 4 16d 2 10d 1455 865 6.47 3.85 1340 775 5.96 3.45

1) Factored uplift resistances have been increased 15% for short-term loads such as wind and earthquake; no further increase allowed. 2) 16d sinkers (0.148" dia. x 3-1/4" long) may be used at 0.85 of the table load where 16d commons are specified. This does not apply to JUS, HUS, MUS slant nail hangers. 3) WS3 Wood Screws are 1/4" x 3" long and are included with HDQ hangers. 4) NAILS: 10d nails are 0.148" dia. x 3" long, 16d nails are 0.162" dia. x 3-1/2" long. New products or updated product information are designated in blue font.

2-1/2 -- 16d 10d HD212-3IF HUC212-3 14 4-5/8 10-1/4

2-1/2 -- 16d 10d

HD212-3 HU212-3 14 4-5/8 10-1/4 2-1/2 1-1/8 16d 10d

HD210-3IF HUC210-3 14 4-5/8 8-1/4

HD210-3 HU210-3 14 4-5/8 8-1/4 2-1/2 1-1/8 16d 10d

10d

HD28-3IF -- 14 4-5/8 6-3/8

2-1/2 -- 16d 10d HD210-3IF HUC210-3 14 4-5/8 8-1/4

(4) 2 x 8

(3) 2 x 12

(3) 2 x 10

6-3/8 2-1/2 1-1/8 16d 10d HD28-3 -- 14 4-5/8

2-1/2 -- 16d 10d

HD210-3 HU210-3 14 4-5/8 8-1/4 2-1/2 1-1/8 16d

MiTekStock No. GA

Dimensions (in)

4 x 4

HD212-3 HU212-3 14 4-5/8 10-1/4 2-1/2

2-1/2 1-1/8

1-1/8

(3) 2 x 16

HD28-4 HU28-4 14 6-1/8

2-1/2 1-1/8

(4) 2 x 10

(4) 2 x 12

(4) 2 x 14 HD210-4


Corr

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S-P-F Factored ResistanceFastener Schedule2,3,4

Min/Max

16d 10d

(3) 2 x 14

HD214-3 HU214-3 14 4-5/8 12-1/4

1-1/8 16d 10d

HD212-3IF HUC212-3 14 4-5/8 10-1/4 2-1/2 -- 16d 10d

16d 10d

HD212-3IF HUC212-3 14 4-5/8 10-1/4 2-1/2 -- 16d 10d

HD212-3 HU212-3 14 4-5/8 10-1/4 2-1/2

16d 10d

HD216-3 HU216-3 14 4-5/8 13-1/4 2-1/2 1-1/8 16d 10d

HD214-3 HU214-3 14 4-5/8 12-1/4

7 2-1/2 1-3/4 16d 16d

16d HD210-4 HU210-4 14 6-1/8 9-1/4 2-1/2 2 16d

HU210-4 14 6-1/8 9-1/4 2-1/2 2 16d 16d

HD210-4 HU210-4 14 6-1/8 9-1/4 2-1/2 2 16d 16d

5030 22.37 4180 18.59

5030 22.37 4180 18.59

5030 22.37 4180 18.59




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Joist Size Ref. No. W H D A Qty Type Qty Type 100% 115% 100% 115% 100% 115% 100% 115% JUS46 LUS46 18 3-5/8 5 2 1 -- 4 16d 4 16d 2090 2445 9.30 10.88 1920 2245 8.54 9.99

SUH44 U44 16 3-9/16 2-7/8 2 1-1/8 -- 6 10d 2 10d 1910 825 8.50 3.67 1500 650 6.67 2.89

SUH46 U46 16 3-9/16 4-13/16 2 1-1/8 -- 8 10d 4 10d 4080 1665 18.15 7.41 3205 1310 14.26 5.83

HUS46 HUS46 14 3-5/8 5 2 1 -- 4 16d 4 16d 3175 1955 14.12 8.70 2570 1850 11.43 8.23

HUS46IF HUSC46 14 3-5/8 5 2 -- -- 4 16d 4 16d 3175 1955 14.12 8.70 2570 1850 11.43 8.23

Min 8 4 3010 1430 13.39 6.36 2290 1320 10.19 5.87

Max 12 6 4355 2460 19.37 10.94 3550 2200 15.79 9.79

Min 8 4 3010 1430 13.39 6.36 2290 1320 10.19 5.87

Max 12 6 4355 2460 19.37 10.94 3550 2200 15.79 9.79

JUS46 LUS46 18 3-5/8 5 2 1 -- 4 16d 4 16d 2090 2445 9.30 10.88 1920 2245 8.54 9.99

JUS48 LUS48 18 3-5/8 6-7/8 2 1 -- 6 16d 4 16d 3960 2445 17.61 10.88 3200 2245 14.23 9.99

SUH46 U46 16 3-9/16 4-13/16 2 1-1/8 -- 8 10d 4 10d 4080 1665 18.15 7.41 3205 1310 14.26 5.83

HUS46 HUS46 14 3-5/8 5 2 1 -- 4 16d 4 16d 3175 1955 14.12 8.70 2570 1850 11.43 8.23

HUS46IF HUSC46 14 3-5/8 5 2 -- -- 4 16d 4 16d 3175 1955 14.12 8.70 2570 1850 11.43 8.23

HUS48 HUS48 14 3-5/8 7 2 1 -- 6 16d 6 16d 3175 4665 14.12 20.75 2570 4310 11.43 19.17

HUS48IF HUSC48 14 3-5/8 7 2 1 -- 6 16d 6 16d 3175 4665 14.12 20.75 2570 4310 11.43 19.17

Min 8 4 3010 1430 13.39 6.36 2290 1320 10.19 5.87

Max 12 6 4355 2460 19.37 10.94 3550 2200 15.79 9.79

Min 8 4 3010 1430 13.39 6.36 2290 1320 10.19 5.87

Max 12 6 4355 2460 19.37 10.94 3550 2200 15.79 9.79

Min 10 4 3010 1730 13.39 7.70 2290 1545 10.19 6.87

Max 14 6 5030 2460 22.37 10.94 4180 2200 18.59 9.79

Min 10 4 3010 1730 13.39 7.70 2290 1545 10.19 6.87

Max 14 6 5030 2460 22.37 10.94 4180 2200 18.59 9.79

JUS48 LUS48 18 3-5/8 6-7/8 2 1 -- 6 16d 4 16d 3960 2445 17.61 10.88 3200 2245 14.23 9.99

JUS410 LUS410 18 3-5/8 8-7/8 2 1 -- 8 16d 6 16d 3960 4615 17.61 20.53 3200 4245 14.23 18.88

SUH410 U410 16 3-9/16 8-3/8 2 1-1/8 -- 14 10d 6 10d 6330 2920 28.16 12.99 4970 2290 22.11 10.19

HUS48 HUS48 14 3-5/8 7 2 1 -- 6 16d 6 16d 3175 4665 14.12 20.75 2570 4310 11.43 19.17

HUS48IF HUSC48 14 3-5/8 7 2 1 -- 6 16d 6 16d 3175 4665 14.12 20.75 2570 4310 11.43 19.17

Min 10 4 3010 1730 13.39 7.70 2290 1545 10.19 6.87

Max 14 6 5030 2460 22.37 10.94 4180 2200 18.59 9.79

Min 10 4 3010 1730 13.39 7.70 2290 1545 10.19 6.87

Max 14 6 5030 2460 22.37 10.94 4180 2200 18.59 9.79

HUS410 HUS410 14 3-5/8 8-7/8 2 1 -- 8 16d 8 16d 4755 4665 21.15 20.75 3860 4310 17.17 19.17

HUS410IF HUSC410 14 3-5/8 8-7/8 2 -- -- 8 16d 8 16d 4755 4665 21.15 20.75 3860 4310 17.17 19.17

Min 14 6 5030 2460 22.37 10.94 4180 2200 18.59 9.79

Max 20 10 5870 4070 26.11 18.10 4625 3640 20.57 16.19

Min 14 6 5030 2460 22.37 10.94 4180 2200 18.59 9.79

Max 20 10 5870 4070 26.11 18.10 4625 3640 20.57 16.19


JUS410 LUS410 18 3-5/8 8-7/8 2 1 -- 8 16d 6 16d 3960 4615 17.61 20.53 3200 4245 14.23 18.88

SUH410 U410 16 3-9/16 8-3/8 2 1-1/8 -- 14 10d 6 10d 6330 2920 28.16 12.99 4970 2290 22.11 10.19

HUS410 HUS410 14 3-5/8 8-7/8 2 1 -- 8 16d 8 16d 4755 4665 21.15 20.75 3860 4310 17.17 19.17

HUS410IF HUSC410 14 3-5/8 8-7/8 2 -- -- 8 16d 8 16d 4755 4665 21.15 20.75 3860 4310 17.17 19.17

Min 14 6 5030 2460 22.37 10.94 4180 2200 18.59 9.79

Max 20 10 5870 4070 26.11 18.10 4625 3640 20.57 16.19

Min 14 6 5030 2460 22.37 10.94 4180 2200 18.59 9.79

Max 20 10 5870 4070 26.11 18.10 4625 3640 20.57 16.19


HUS412 HUS412 14 3-5/8 10-7/8 2 1 -- 10 16d 10 16d 5820 6375 25.89 28.36 4775 6375 21.24 28.36

HUS412IF HUSC412 14 3-5/8 10-7/8 2 -- -- 10 16d 10 16d 5820 6375 25.89 28.36 4775 6375 21.24 28.36

Min 16 8 5030 2460 22.37 10.94 4180 2200 18.59 9.79

Max 24 12 7540 4070 33.54 18.10 6965 3640 30.98 16.19

Min 16 8 5030 2460 22.37 10.94 4180 2200 18.59 9.79

Max 24 12 7540 4070 33.54 18.10 6965 3640 30.98 16.19



2-1/2 1-1/8 16d 10d

HD48IF HUC48 14 3-9/16 6-15/16 2-1/2 -- 16d 10d

HD48 HU48 14 3-9/16 6-15/16

3-9/16 5-1/16 2-1/2 -- 16d 10d

HD46 HU46 14 3-9/16 5-1/16 2-1/2 1-1/8 16d 10d

HD46IF

10d

HD46IF HUC46 14 3-9/16 5-1/16 2-1/2 -- 16d 10d

3-9/16 5-1/16 2-1/2 1-1/8 16d HD46 HU46 14

2-1/2 -- 16d 10d HD410IF HUC410 14 3-9/16 8-13/16

2-1/2 -- 16d 10d

HD410 HU410 14 3-9/16 8-13/16 2-1/2 1-1/8 16d 10d

HD48IF HUC48 14 3-9/16 6-15/16

6-15/16 2-1/2 1-1/8 16d 10d HD48 HU48 14 3-9/16

MiTekStock No. GA

4 x 12

HD410 HU410 14

HD412 HU412 14

4 x 10

4 x 6

HUC46 14

4 x 8

Dimensions (in) DF Factored Resistance S-P-F Factored Resistance

Corr

osio

nFi

nish


Min/Max


10d

HD410IF HUC410 14 3-9/16 8-13/16 2-1/2 -- 16d 10d

3-9/16 8-13/16 2-1/2 1-1/8 16d

10d

HD412IF HUC412 14 3-9/16 10-13/16 2-1/2 -- 16d 10d

3-9/16 10-13/16 2-1/2 1-1/8 16d




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Joist Size Ref. No. W H D A Qty Type Qty Type 100% 115% 100% 115% 100% 115% 100% 115% JUS414 LUS414 18 3-5/8 12-7/8 2 1 -- 12 16d 6 16d 3960 4615 17.61 20.53 3200 4245 14.23 18.88

SUH414 U414 16 3-9/16 10-1/16 2 1-1/8 -- 16 10d 6 10d 6330 2920 28.16 12.99 4970 2290 22.11 10.19

Min 14 6 5030 2460 22.37 10.94 4180 2200 18.59 9.79

Max 20 10 5870 4070 26.11 18.10 4625 3640 20.57 16.19

Min 14 6 5030 2460 22.37 10.94 4180 2200 18.59 9.79

Max 20 10 5870 4070 26.11 18.10 4625 3640 20.57 16.19


HUS412 HUS412 14 3-5/8 10-7/8 2 1 -- 10 16d 10 16d 5820 6375 25.89 28.36 4775 6375 21.24 28.36

HUS412IF HUSC412 14 3-5/8 10-7/8 2 -- -- 10 16d 10 16d 5820 6375 25.89 28.36 4775 6375 21.24 28.36

Min 16 8 5030 2460 22.37 10.94 4180 2200 18.59 9.79

Max 24 12 7540 4070 33.54 18.10 6965 3640 30.98 16.19

Min 16 8 5030 2460 22.37 10.94 4180 2200 18.59 9.79

Max 24 12 7540 4070 33.54 18.10 6965 3640 30.98 16.19

Min 18 8 5030 2775 22.37 12.34 4180 2600 18.59 11.57

Max 26 12 7540 4070 33.54 18.10 6965 3640 30.98 16.19

Min 18 8 5030 2775 22.37 12.34 4180 2600 18.59 11.57

Max 26 12 7540 4070 33.54 18.10 6965 3640 30.98 16.19


JUS414 LUS414 18 3-5/8 12-7/8 2 1 -- 12 16d 6 16d 3960 4615 17.61 20.53 3200 4245 14.23 18.88

SUH414 U414 16 3-9/16 10-1/16 2 1-1/8 -- 16 10d 6 10d 6330 2920 28.16 12.99 4970 2290 22.11 10.19

Min 16 8 5030 2460 22.37 10.94 4180 2200 18.59 9.79

Max 24 12 7540 4070 33.54 18.10 6965 3640 30.98 16.19

Min 16 8 5030 2460 22.37 10.94 4180 2200 18.59 9.79

Max 24 12 7540 4070 33.54 18.10 6965 3640 30.98 16.19


Min 18 8 5030 2775 22.37 12.34 4180 2600 18.59 11.57

Max 26 12 7540 4070 33.54 18.10 6965 3640 30.98 16.19

Min 18 8 5030 2775 22.37 12.34 4180 2600 18.59 11.57

Max 26 12 7540 4070 33.54 18.10 6965 3640 30.98 16.19

Min 22 10 5870 4070 26.11 18.10 4625 3640 20.57 16.19

Max 30 14 7210 4070 32.07 18.10 6660 3640 29.63 16.19

Min 22 10 5870 4070 26.11 18.10 4625 3640 20.57 16.19

Max 30 14 7210 4070 32.07 18.10 6660 3640 29.63 16.19

Min 18 8 5030 2775 22.37 12.34 4180 2600 18.59 11.57

Max 26 12 7540 4070 33.54 18.10 6965 3640 30.98 16.19

Min 18 8 5030 2775 22.37 12.34 4180 2600 18.59 11.57

Max 26 12 7540 4070 33.54 18.10 6965 3640 30.98 16.19

Min 22 10 5870 4070 26.11 18.10 4625 3640 20.57 16.19

Max 30 14 7210 4070 32.07 18.10 6660 3640 29.63 16.19

Min 22 10 5870 4070 26.11 18.10 4625 3640 20.57 16.19

Max 30 14 7210 4070 32.07 18.10 6660 3640 29.63 16.19

HD418 -- 14 3-9/16 16-1/2 2-1/2 1-1/4 -- 28 16d 8 10d 7540 3930 33.54 17.48 6965 3515 30.98 15.64

SUH66 U66 16 5-1/2 5 2 1 -- 8 10d 4 10d 3135 1665 13.95 7.41 2460 1310 10.94 5.83

Min 8 4 3010 1590 13.39 7.07 2290 1505 10.19 6.69

Max 12 6 4355 2460 19.37 10.94 3550 2200 15.79 9.79

Min 8 4 3010 1590 13.39 7.07 2290 1505 10.19 6.69

Max 12 6 4355 2460 19.37 10.94 3550 2200 15.79 9.79

SUH66 U66 16 5-1/2 5 2 1 -- 8 10d 4 10d 3135 1665 13.95 7.41 2460 1310 10.94 5.83

Min 8 4 3010 1590 13.39 7.07 2290 1505 10.19 6.69

Max 12 6 4355 2460 19.37 10.94 3550 2200 15.79 9.79

Min 8 4 3010 1590 13.39 7.07 2290 1505 10.19 6.69

Max 12 6 4355 2460 19.37 10.94 3550 2200 15.79 9.79

Min 10 4 3010 1730 13.39 7.70 2290 1545 10.19 6.87

Max 14 6 5030 2460 22.37 10.94 4180 2200 18.59 9.79

Min 10 4 3010 1730 13.39 7.70 2290 1545 10.19 6.87

Max 14 6 5030 2460 22.37 10.94 4180 2200 18.59 9.79


3-9/16 12-13/16 2-1/2 1-1/8 16d

HD412IF HUC412 14 3-9/16 10-13/16 2-1/2 --

-- 16d 10d HD414IF HUC414 14 3-9/16 12-13/16 2-1/2

16d

16d 16d

HD68IF HUC68 14 5-1/2 5-15/16 2-1/2 -- 16d

HD68 HU68 14

16d

HD66IF HUC66 14 5-1/2 4-1/16 2-1/2

4 x 14

2-1/2 1-1/8 16d 10d

HD410IF HUC410

-- 16d 16d

10d

HD410 HU410 14 3-9/16 8-13/16

14

4 x 18

6 x 8

HD66 HU66 14 5-1/2 4-1/16

16d

HD66IF HUC66 14 5-1/2 4-1/16 2-1/2 -- 16d 16d

5-1/2 5-15/16 2-1/2 1-1/8

2-1/2 1-1/8 16d

6 x 6 HD66 HU66 14 5-1/2 4-1/16 2-1/2 1-1/8 16d

HD416IF HUC416 14 3-9/16 14-13/16 2-1/2 -- 16d 10d

HD416 HU416 14 3-9/16 14-13/16 2-1/2 1-1/8 16d 10d

2-1/2 1-1/8 16d 10d

HD414IF HUC414 14 3-9/16 12-13/16 2-1/2

HD414 HU414 14 3-9/16 12-13/16

-- 16d 10d

10d

HD416IF HUC416 14 3-9/16 14-13/16 2-1/2 -- 16d 10d

10d

HD414IF HUC414 14 3-9/16 12-13/16 2-1/2 --

HD414 HU414 14 3-9/16 12-13/16 2-1/2

16d 10d

10d

HD412IF HUC412 14 3-9/16 10-13/16 2-1/2 -- 16d 10d

4 x 16

HD412 HU412 14 3-9/16 10-13/16 2-1/2 1-1/8 16d

1-1/8 16d

HD416 HU416 14 3-9/16 14-13/16 2-1/2 1-1/8 16d

HD412 HU412 14 3-9/16 10-13/16

10d

kN

MiTekStock No. GA

Lbs

3-9/16 8-13/16 2-1/2 -- 16d

2-1/2 1-1/8 16d 10d

16d 10d

HD414 HU414 14

Dimensions (in) Fastener Schedule2,3,4 DF Factored Resistance S-P-F Factored Resistance

Corr

osio

nFi

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Max

Header Joist Lbs kN




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SUH610 U610 16 5-1/2 9 2 1 -- 14 10d 6 10d 6435 2920 28.62 12.99 5055 2290 22.49 10.19

Min 10 4 3010 1730 13.39 7.70 2290 1545 10.19 6.87

Max 14 6 5030 2460 22.37 10.94 4180 2200 18.59 9.79

Min 10 4 3010 1730 13.39 7.70 2290 1545 10.19 6.87

Max 14 6 5030 2460 22.37 10.94 4180 2200 18.59 9.79

Min 14 6 5030 2460 22.37 10.94 4180 2200 18.59 9.79

Max 20 10 5870 4070 26.11 18.10 4625 3640 20.57 16.19

Min 14 6 5030 2460 22.37 10.94 4180 2200 18.59 9.79

Max 20 10 5870 4070 26.11 18.10 4625 3640 20.57 16.19


SUH610 U610 16 5-1/2 9 2 1 -- 14 10d 6 10d 6435 2920 28.62 12.99 5055 2290 22.49 10.19

Min 14 6 5030 2460 22.37 10.94 4180 2200 18.59 9.79

Max 20 10 5870 4070 26.11 18.10 4625 3640 20.57 16.19

Min 14 6 5030 2460 22.37 10.94 4180 2200 18.59 9.79

Max 20 10 5870 4070 26.11 18.10 4625 3640 20.57 16.19


Min 16 8 5030 2460 22.37 10.94 4180 2200 18.59 9.79

Max 24 12 5870 4070 26.11 18.10 4625 3640 20.57 16.19

Min 16 8 5030 2460 22.37 10.94 4180 2200 18.59 9.79

Max 24 12 5870 4070 26.11 18.10 4625 3640 20.57 16.19



Min 16 8 5030 2460 22.37 10.94 4180 2200 18.59 9.79

Max 24 12 5870 4070 26.11 18.10 4625 3640 20.57 16.19

Min 16 8 5030 2460 22.37 10.94 4180 2200 18.59 9.79

Max 24 12 5870 4070 26.11 18.10 4625 3640 20.57 16.19


Min 18 8 5030 3745 22.37 16.66 4180 3480 18.59 15.48

Max 26 12 7670 4070 34.12 18.10 6430 3640 28.60 16.19

Min 18 8 5030 3745 22.37 16.66 4180 3480 18.59 15.48

Max 26 12 7670 4070 34.12 18.10 6430 3640 28.60 16.19

Min 16 8 5030 2460 22.37 10.94 4180 2200 18.59 9.79

Max 24 12 5870 4070 26.11 18.10 4625 3640 20.57 16.19

Min 16 8 5030 2460 22.37 10.94 4180 2200 18.59 9.79

Max 24 12 5870 4070 26.11 18.10 4625 3640 20.57 16.19


Min 18 8 5030 3745 22.37 16.66 4180 3480 18.59 15.48

Max 26 12 7670 4070 34.12 18.10 6430 3640 28.60 16.19

Min 18 8 5030 3745 22.37 16.66 4180 3480 18.59 15.48

Max 26 12 7670 4070 34.12 18.10 6430 3640 28.60 16.19

Min 22 10 5870 4070 26.11 18.10 4625 3640 20.57 16.19

Max 30 14 7715 3885 34.32 17.28 6535 3615 29.07 16.08

Min 22 10 5870 4070 26.11 18.10 4625 3640 20.57 16.19

Max 30 14 7715 3885 34.32 17.28 6535 3615 29.07 16.08

Min 18 8 5030 3745 22.37 16.66 4180 3480 18.59 15.48

Max 26 12 7670 4070 34.12 18.10 6430 3640 28.60 16.19

Min 18 8 5030 3745 22.37 16.66 4180 3480 18.59 15.48

Max 26 12 7670 4070 34.12 18.10 6430 3640 28.60 16.19

Min 22 10 5870 4070 26.11 18.10 4625 3640 20.57 16.19

Max 30 14 7715 3885 34.32 17.28 6535 3615 29.07 16.08

Min 22 10 5870 4070 26.11 18.10 4625 3640 20.57 16.19

Max 30 14 7715 3885 34.32 17.28 6535 3615 29.07 16.08


16d

HD68IF HUC68 14 5-1/2 5-15/16 2-1/2 -- 16d 16d

HD68 HU68 14 5-1/2 5-15/16 2-1/2 1-1/8 16d

16d 16d

HD610IF HUC610 14 5-1/2 7-13/16 2-1/2 --

HD610 HU610 14 5-1/2 7-13/16 2-1/2

16d 16d

6 x 12

HD610 HU610 14 5-1/2 7-13/16 2-1/2 1-1/8

6 x 10

HD612 HU612 14 5-1/2 9-13/16 2-1/2 1-1/8

1-1/8

16d 16d

HD610IF HUC610 14 5-1/2 7-13/16 2-1/2 -- 16d 16d

16d 16d

-- 16d 16d HD612IF HUC612 14 5-1/2 9-13/16 2-1/2

Corr

osio

nFi

nish


MiTekStock No. GA

Dimensions (in) DF Factored Resistance S-P-F Factored ResistanceFastener Schedule2,3,4

Min/Max

HD612 16d

16d

6 x 14

HD614IF

2-1/2

HUC612 14 5-1/2 9-13/16

1-1/8 16d HU612 14 5-1/2 9-13/16

2-1/2 -- 16d HUC614 14 5-1/2 11-13/16

2-1/2 -- 16d 16d

HD614 HU614 14 5-1/2 11-13/16 2-1/2 1-1/8 16d 16d

HD612IF

2-1/2 1-1/8 16d 16d

HD612IF HUC612 14 5-1/2 9-13/16 2-1/2 -- 16d 16d

HD612 HU612 14 5-1/2 9-13/16

1-1/8 16d 16d

HD614IF HUC614 14 5-1/2 11-13/16 2-1/2 -- 16d 16d

HD614 HU614 14 5-1/2 11-13/16 6 x 16

HD614 HU614 14 5-1/2

2-1/2 1-1/8 16d 16d

HD616IF HUC616 14 5-1/2 13-13/16 2-1/2 -- 16d 16d

HD616 HU616 14 5-1/2 13-13/16

2-1/2

HUC614 14 5-1/2 11-13/16

11-13/16 2-1/2 1-1/8 16d 16d

2-1/2 -- 16d 16d

6 x 18

HD616IF HUC616 14 5-1/2 13-13/16

2-1/2 -- 16d 16d

HD616 HU616 14 5-1/2 13-13/16 2-1/2 1-1/8 16d 16d

HD614IF




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Min 8 1590 7.07 1505 6.69

Max 10 1730 7.70 1545 6.87

HD86IF -- 14 7-1/2 5-1/8 2-1/2 1-1/2 -- 10 16d 4 16d 3010 1730 13.39 7.70 2290 1545 10.19 6.87

Min 10 4 3010 1730 13.39 7.70 2290 1545 10.19 6.87

Max 14 6 5030 2460 22.37 10.94 4180 2200 18.59 9.79

Min 10 4 3010 1730 13.39 7.70 2290 1545 10.19 6.87

Max 14 6 5030 2460 22.37 10.94 4180 2200 18.59 9.79

Min 14 6 2460 10.94 2200 9.79

Max 18 8 3745 16.66 3480 15.48

Min 14 6 2460 10.94 2200 9.79

Max 18 8 3745 16.66 3480 15.48

Min 16 6 5030 2460 22.37 10.94 4180 2200 18.59 9.79

Max 22 8 5585 3930 24.84 17.48 4710 3515 20.95 15.64

Min 16 6 5030 2460 22.37 10.94 4180 2200 18.59 9.79

Max 22 8 5585 3930 24.84 17.48 4710 3515 20.95 15.64

Min 18 8 5030 3745 22.37 16.66 4180 3480 18.59 15.48

Max 24 12 5585 4070 24.84 18.10 4710 3640 20.95 16.19

Min 18 8 5030 3745 22.37 16.66 4180 3480 18.59 15.48

Max 24 12 5585 4070 24.84 18.10 4710 3640 20.95 16.19

Min 20 8 5030 3745 22.37 16.66 4180 3480 18.59 15.48

Max 26 12 7670 4070 34.12 18.10 6430 3640 28.60 16.19

HD816IF HUC816 14 7-1/2 13-5/8 2-1/2 -- -- 26 16d 12 16d 7670 4070 34.12 18.10 6430 3640 28.60 16.19

2 x 8 - 10 SUH28R LU28R-18 16 2 6-7/16 2 1-1/8 -- 8 10d 6 10d x 1-1/2 3135 1505 13.95 6.69 2460 1180 10.94 5.25

2 x 14 - 16 SUH214R -- 16 2 9-13/16 2 1-1/8 -- 12 10d 6 10d x 1-1/2 4105 2505 18.26 11.14 3225 1965 14.35 8.74

4 x 4 SUH44R U44R 16 4 2-11/16 2 1-1/8 -- 6 10d 2 16d 1910 825 8.50 3.67 1500 650 6.67 2.89

4 x 6 - 8 SUH46R U46R 16 4 4-11/16 2 1-1/8 -- 8 10d 4 16d 4080 1665 18.15 7.41 3205 1310 14.26 5.83

4 x 10 SUH410R U410R 16 4 8-3/16 2 2 -- 14 10d 6 16d 6330 2920 28.16 12.99 4970 2290 22.11 10.19

6 x 8 SUH66R U66R 16 6 5 2 1 -- 8 10d 4 16d 3135 1665 13.95 7.41 2460 1310 10.94 5.83

6 x 10 - 14 SUH610R U610R 16 6 9 2 1 -- 14 10d 6 16d 6435 2920 28.62 12.99 5055 2290 22.49 10.19

Min 16 6 5030 2460 22.37 10.94 4180 2200 18.59 9.79

Max 22 10 5870 4070 26.11 18.10 4625 3640 20.57 16.19

Min 18 8 5030 2775 22.37 12.34 4180 2600 18.59 11.57

Max 26 12 7670 4070 34.12 18.10 6430 3640 28.60 16.19

Min 16 8 5030 2460 22.37 10.94 4180 2200 18.59 9.79

Max 24 12 5870 4070 26.11 18.10 4625 3640 20.57 16.19

Min 20 10 5870 26.11 4625 20.57

Max 28 14 7690 34.21 6510 28.96

1) Factored uplift resistances have been increased 15% for short-term loads such as wind and earthquake; no further increase allowed. 2) 16d sinkers (0.148" dia. x 3-1/4" long) may be used at 0.85 of the table load where 16d commons are specified. This does not apply to JUS, HUS, MUS slant nail hangers. 3) NAILS: 10d nails are 0.148" dia. x 3" long, 16d nails are 0.162" dia. x 3-1/2" long. New products or updated product information are designated in blue font.

16d

16d

16d 16d

16d 16d

16d

16d

16d

16d

16d

HD86 -- 14 7-1/2 4-15/16 1-1/2 16d 16d

1-1/2 16d 16d HD88 HU88 14 7-1/2 6-13/16

4 8 x 6

8 x 8

8 x 10

2-1/2

2-1/2

16d 16d

16d 16d

5-1/8 x 14-1/2 - 21

HD51135 HU5.125/13.5 14 5-1/4 12-15/16 2-1/2 1-1/8

16d 10d

5-1/8 x 10-1/2 - 19-1/2

HD5112 HU5.125/12 14 5-1/4 9-15/16 2-1/2 1-1/8

16d 10d

3-1/8 x 12 - 21 HD3212 HU3.25/12 14 3-1/4 11-7/8 2-1/2 1-1/8

2505

GLULAM SIZES

3-1/8 x 10-1/2 - 19-1/2

HD32105 HU3.25/10.5 14 3-1/4 9-15/16 2-1/2 1-1/8

18.15 11.14 3205 1965 14.26-- 10 10d 6 10d x 1-1/2 4080 2 x 10 - 14 SUH210R LU210R-18, U210R

16 2 7-13/16 2 1-1/8

23451-3/16 -- 6 10d 4 10d x 1-1/2 2 x 6 - 8 SUH26R LU26R-18, U26R

16 2 4-15/16 2

10d x 1-1/2 13902 1-1/8 -- 4 10d 2

HD816 HU816 14 7-1/2 12-13/16

ROUGH LUMBER SIZES

2 x 4 SUH24R LU24R-18, U24R

16 2 3-1/16

8 x 16

625 4.85 2.78795 6.18 3.54 1090

2-1/2 1-1/2 16d 16d

HD814IF HUC814 14 7-1/2 11-13/16 2-1/2 --

8 x 14

HD814 HU814 14 7-1/2 11-13/16 2-1/2 1-1/2

HD812IF HUC812 14 7-1/2 10-1/2 2-1/2 --

8 x 12

HD812 HU812 14 7-1/2 10-1/2 2-1/2 1-1/2

HD810IF HUC810 14 7-1/2 8-9/16 2-1/2 -- 16d

16d

HD810 HU810 14 7-1/2 8-9/16 2-1/2 1-1/2 16d

HD88IF HUC88 14 7-1/2 6-13/16 2-1/2 --

Lbs kN

MiTekStock No. GA

Dimensions (in) Fastener Schedule2,3 DF Factored Resistance S-P-F Factored Resistance

Min/Max

Header Joist Lbs kN

4070 18.10 3640 16.19

3010 13.39 2290 10.19

5030 22.37 4180 18.59

5030 22.37 4180 18.59

8.18 5.251505 10.43 6.69 1840 1180

8.74

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FWHFM Fire Wall Hangers for Face Mount Applications

Hangers

The FWHFM hanger fastens to the wide face of a balloon framed SCL column thereby eliminating the additive perpendicular-to-grain bearing stresses in the wall top and bottom plates seen with platform framing. As with the FWH hanger, the advanced design allows you to install the hangers before the gypsum wall-board (drywall) is attached, allowing your project to be completely framed-up and weather-tight before the gypsum wallboard sheathing shows up on site.

Features and Benefits:• Face mount hanger design installs with nails• Attaches to the wide face of columns • Hanger web accommodates 2-plies of 5/8" gypsum wallboard• Achieve full table loads with or without drywall installation

Materials: 12 gau geFinish: Primer

Installation:• Install the face of hanger flanges tight to SCL column/framing. • The end of the truss/joist should measure 1-5/8" from

the face of the supporting column. • The truss/joist should bear fully on the FWH seat with a gap no

greater than 1/8" between the end of the supported member and the hanger.

• Gypsum Wallboard Installation - Use the FWH-T template to slot cut the gypsum wallboard. See FWH-T Template Sequence. Slide the gypsum wallboard into position and fasten to the framing members meeting the minimum requirements specified by code.

W1 W2 H1 H2 A Lbs kN Lbs kN Lbs kN Lbs kN 3-1/2 x 9-1/4 FWHFM35925 9-1/16 13-9/16 3-1/2 x 9-1/2 FWHFM3595 9-5/16 13-13/16 3-1/2 x 11-7/8 FWHFM35118 11-11/16 16-3/16 3-1/2 x 14 FWHFM3514 13-13/16 18-5/16 3-1/2 x 16 FWHFM3516 15-13/16 20-5/16 3-1/2 x 18 FWHFM3518 17-13/16 22-5/16 3-1/2 x 20 FWHFM3520 19-13/16 24-5/16 3-1/2 x 22 FWHFM3522 21-13/16 26-5/16 3-1/2 x 24 FWHFM3524 23-13/16 28-5/16 4 - 4-3/16 x 9-1/4 FWHFM42925 9-1/16 13-9/16 4 - 4-3/16 x 9-1/2 FWHFM4295 9-5/16 13-13/16 4 - 4-3/16 x 11-7/8 FWHFM42118 11-7/16 15-15/16 4 - 4-3/16 x 14 FWHFM4214 13-5/8 18-1/8 4 - 4-3/16 x 16 FWHFM4216 15-5/8 20-1/8 4 - 4-3/16 x 18 FWHFM4218 17-5/8 22-1/8 4 - 4-3/16 x 20 FWHFM4220 19-5/8 24-1/8 4 - 4-3/16 x 22 FWHFM4222 21-5/8 26-1/8 4 - 4-3/16 x 24 FWHFM4224 23-5/8 28-1/8 5-1/4 x 9-1/4 FWHFM52925 9-1/16 13-9/16 5-1/4 x 9-1/2 FWHFM5295 9-5/16 13-13/16 5-1/4 x 11-7/8 FWHFM52118 11-5/8 16-1/8 5-1/4 x 14 FWHFM5214 13-13/16 18-5/16 5-1/4 x 16 FWHFM5216 15-13/16 20-5/16 5-1/4 x 18 FWHFM5218 17-13/16 22-5/16 5-1/4 x 20 FWHFM5220 19-23/28 24-5/16 5-1/4 x 22 FWHFM5222 21-13/16 26-5/16 5-1/4 x 24 FWHFM5224 23-13/16 28-5/16 7 x 11-7/8 FWHFM71118 11-11/16 16-3/16 7 x 14 FWHFM7114 13-13/16 18-5/16 7 x 16 FWHFM7116 15-13/16 20-5/16 7 x 18 FWHFM7118 17-13/16 22-5/16 7 x 20 FWHFM7120 19-13/16 24-5/16 7 x 22 FWHFM7122 21-13/16 26-5/16 7 x 24 FWHFM7124 23-13/16 28-5/16

1) Factored download resistance is for attachment to the wide face of a supporting column. 2) Factored uplift resistances have been increased 15% for short-term loads such as wind and earthquake; reduce for other load durations in accordance with the code. 3) NAILS: 10d x 1-1/2 nails are 0.148" dia. x 1-1/2" long, 10d nails are 0.148" dia. x 3" long. New products or updated product information are designated in blue font.

2-3/8

18

18

JoistHeader

Type

10d

10d

10d

10d3-7/8 10d x 1-1/2

-- 12 40

38.43

5-3/8

8640 38.43

8640 38.43

4-3/16 5-5/16

6-1/2 3 40

18 10d x 1-1/2

21.82

5590 24.87 7585 33.74 4905 21.82

4905 21.82

24.87

7585 33.7424.875590

5590

SPF Factored Resistance

Download

100%1

Uplift

115%2

24.87


Download

100%1

Uplift

115%2

5590

8640

7585 33.74 4905 21.82

7585 33.74 4905


JoistSize (in)

MiTekStock No.

Ref.No.

SteelGauge

FaceQty

-- 12 3-9/16

Qty Type

10d x 1-1/22-1/16 40 184-11/16

-- 12

-- 12 7-1/8 8640 38.43

10d x 1-1/2

8-1/4 40

FWHFM Typical FWHFM installation

balloon framed SCL column

2x stud wall framing

supported beam

FWHFM hanger

2-layers 5/8" gypsum

wallboard

2) Rotate the template and press down on the end to engage the corner prongs

3) Run the gypsum wallboard cutter down the template to cut the slot

FWH-T Template Installation Sequence

1) Align the FWH-Template slot with the mark in the gypsum wallboard and engage the prongs into edge of gypsum wallboard

Edge Prong

Corner Prong

A

2"W1

H1

4-1/2"

H2

W2

FWH-T template (must be ordered

separately)

13-1/16"

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Copyright © 2018 M


Deck collapses are often caused by failure of the connection where the deck is attached to the main structure due to little or no lateral capacity. ADTT-TZ is an Adjustable Deck Tension Tie designed to effectively transfer the out of plane lateral loads of the deck to the house structure.

Features: • Adjustable design allows lag screw installation at variable

distance below deck joist. • 2-hole break-out washer (BO-W) will work with multiple

screw sizes.• Blocking extensions not required.

Materials: 14 gau ge


Installation: • Install with WS8-EXT wood screw or 3/8" HDG lag screw.

WS8-EXT or 3/8"HDG lag screws may be installed adjacent or up to 4-3/8" below deck joist (see Figure A).

• Drive screw horizontally and aligned vertically with the deck joist into the wall top plate of the main (house) structure.

• Install four (4) of the specified joist fasteners into vertical legs. (Two (2) on each side of deck joist).

• Secure front brace with six (6) specified joist fasteners.• Re-tighten the WS8-EXT or 3/8" HDG lag screw as needed to

fully engage with the ADTT-TZ. DO NOT OVERDRIVE. Note: Minimum 3" thread penetration required for proper installation of WS8-EXT or lag screw.

• For detailed installation instructions refer to www.MiTek.ca.

Front Brace

Vertical legs

ADTT-TZ ready for installation

Ref. No. W L D CL Qty Type2,3,4 Qty Type5,7 100% 115%1 100% 115%1 100% 115%1 100% 115%1

1 3/8" HDG Lag Screw 1285 1285 5.72 5.72 1090 4.851 WS8-EXT 1305 1305 5.80 5.80 1105 4.921 3/8" HDG Lag Screw 1285 1285 5.72 5.72 1090 4.851 WS8-EXT 1305 1305 5.80 5.80 1105 4.92

ADTT-TZKT5 DTT1Z-KT 14 1-9/16 10-1/2 15/16 3/8 1 WS8-EXT 10 LL915 1305 1305 5.80 5.80 1085 1105 4.83 4.92

1) Factored resistances have been increased 15% for short-term loads such as wind and earthquake; no further increase allowed. 2) WS8-EXT Wood Screw is 1/4" dia. x 8" long double barrier coated screw and must be ordered seperately. 3) 3/8" HDG Lag is an ASTM A307 Grade A lag screw with a thread diameter of 3/8-inch and is hot-dip galvanized to ASTM A153 standards. Lag screws are available at your local hardware store and must be purchased seperately. 4) Check with your siding manufacturer for recommendations for fastening through your siding material. 5) LL915 denotes a LumberLok Screw, #9 x 1-3/8" long and must be ordered seperately if not purchasing the kit. 6) ADTT-TZKT is a kit with (4) ADTT-TZ packaged with WS8-EXT screws and LL915 LumberLok screws. 7) NAILS: 10d x 1-1/2 nails are 0.148" dia. x 1-1/2" long. New products or updated product information are designated in blue font.

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10 LL915

kN

10 1085 4.83

1085 4.83 ADTT-TZ DTT1Z 14 1-9/16 10-1/2

MiTekStock No.

LbsLbs kNSteelGauge

Fastener Schedule

Wall Joist

Dimensions (in)DF


Factored Resistance

ADTT-TZ out of box

L

Front brace

Vertical legs

Hole for aligned BO-W and WS8-EXT

or HDG lag screw installation

2-hole break-out washer(BO-W)

W

D

CL

Washer Detail

Ledger Deck joist

Figure A

ADTT-TZ4-3/8"

Adjustability

Interior Framing

WS8-EXT or 3/8" HDG Lag screw

Wall Top Plate

Min 3"

ADTT-TZ Adjustable Deck Tension Tie

Hangers




Typical ADTT-TZ full extension installation

Typical ADTT-TZ flush installation

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Deck Tie Back reinforces the connection of rail posts to a deck. Also provides lateral strength of deck-to-ledger attachment by securing deck to house framing.

Materials: 14 gau geFinish: G-185 galvanizingOptions: See chart for Corrosion Finish OptionsCodes: Load values are derived from data submitted to various North American building code evaluators.

Installation:• Use all specified fasteners. See Product Notes, page 19. • Install with MiTek’s THR 1/2" threaded rod or equivalent.• Drive WS15-EXT wood screws into joist. • Re-install threaded rod or anchor bolt. Secure with

washer and nut. • Tighten anchor bolt nuts finger tight snug to base plus

1⁄3 to 1⁄2 additional turns with wrench.

DTB Deck Tie Back

CL

Ref. No. (in) Qty 100% 115%1 100% 115%1 100% 115%1 100% 115%1

DTB-TZ DTT2Z, FSC

14 1/2 1-1/8 8 WS15-EXT 2640 2640 11.74 11.74 2220 2220 9.88 9.88


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Stock No.Wood

Screws


LbsLbs

Fastener Schedule2

kNSteelGauge


DTB-TZTypical DTB-TZ Deck to ledger

installation

Typical DTB-TZrail post installation

6"

1-13/16"

CL

2-1/4"

FPH Fence Rail Hanger

Typical FPH24-TZ installation

FPH24-TZ

The FPH24-TZ attaches 2x4 fence rails to wood posts. The Triple Zinc (G-185) galvanized finish offers superior corrosion resistance in outdoor applications and/or with treated wood.


Installation:• Use all specified fasteners. See Product Notes, page 19.• Fasteners need to be Hot-Dip Galvanized for outdoor

applications and for use with preservative treated wood.

Bearing Uplift1 Bearing Uplift1 Bearing Uplift1 Bearing Uplift1

Ref. No. Qty Type Qty Type 100% 115% 100% 115% 100% 115% 100% 115%3 8d x 1-1/2 HDG 3 8d x 1-1/2 HDG 410 545 1.82 2.42 350 465 1.56 2.073 10d x 1-1/2 HDG 3 10d x 1-1/2 HDG 485 560 2.16 2.49 420 485 1.87 2.16

1) Factored resistances have been increased 15% for short-term loads such as wind and earthquake; reduce for other load durations in accordance with the code. 2) NAILS: 8d x 1-1/2 nails are 0.131" dia. x 1-1/2" long, 10d x 1-1/2 nails are 0.148" dia. x 1-1/2" long.

2 x 4 FPH24-TZ -- 18

JoistSize

MiTekStock No.

SteelGauge Co

rros

ion

Fini

sh

Fastener Schedule2

kN


kNLbsLbsHeader Joist

3"

1-15/16"

1-9/16"

Bearing

Uplift

Hangers







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iTek Industries, Inc. All Rights ReservedHangers

ERB / FB / FRB Fence Brackets

ERB24 – Designed to mount prefabricated fence sections and works with 2x4 horizontal section rails.

FB26 – Secures 2x6 rails to wood posts.

FRB24 – Secures continuous 2x4 rails to wood posts. Pre-punched holes allow installers to splice 2x4 rail ends within the bracket.

Materials: See chartFinish: G-185 galvanizing


Notes, page 19.

Ref. No W H Qty Rail Qty Post Unit Down F1 Down F1 1 x 4 FB14-TZ -- 20 3/4 3-1/2 3 14 ga. x 3/4 HDG 2 8d x 1-1/2 HDG -- -- -- -- -- 2 x 3 FB23-TZ -- 20 1-9/16 2-3/8 3 8d x 1-1/2 HDG 4 8d x 1-1/2 HDG -- -- -- -- --

ERB24-TZ -- 18 1-1/2 3-9/16 4 8d x 1-1/2 HDG 3 8d HDG -- -- -- -- --

FRB24-TZ -- 18 1-9/16 3-9/16 2 10d x 1-1/2 HDG 4 10d HDG -- -- -- -- --Lbs 550 700 390 495kN 2.45 3.11 1.73 2.20Lbs 780 715 550 505kN 3.47 3.18 2.45 2.25

1) Factored resistances have been increased 15% for short-term loading such as wind and earthquake; no further increase is permitted. 2) NAILS: 8d x 1-1/2 nails are 0.131" dia. x 1-1/2" long, 8d nails are 0.131" dia. x 2-1/2" long, 10d x 1-1/2 nails are 0.148" dia. x 1-1/2" long, 10d nails are 0.148" dia. x 3" long, LL915 denotes a LumberLok Screw, #9 x 1-3/8" long. New products or updated product information are designated in blue font.

4 LL915

Fastener Schedule2

4 10d x 1-1/2 HDG 4 10d x 1-1/2 HDG

3 8d x 1-1/2 HDG20 1-9/16 3-3/8

4 LL915 2 x 6 FB26-TZ FB26 18 1-9/16 5

Rail Size

2 8d HDG -- --

MiTekStock No.

SteelGauge

Dimensions (in) DFFactored Resistance1


---- -- 2 x 4 FB24-TZ FB24Z, FBR24, FBR24Z

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FB24-TZ

FB26-TZ

FB14-TZ

Typical FB24-TZ installation

Typical FB26-TZinstallation

FB23-TZ

ERB24-TZ

FRB24-TZ

Typical ERB24-TZinstallation

Typical FRB24-TZinstallation

W

H

W 1-3/16"

1-9/16"

H

H

W H

3/4"

W

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The CSH-TZ concealed stringer hanger provides a method of connecting a stair stringer with a hidden hanger. The seat of the hanger is adjustable to match the slope of the stair stringer.

The reversible design allows the connector to be used on the left, right, or interior stringers. The CSH-TZ may be used with MiTek’s SCA Stair Angles for a complete, easy-to-use stair framing solution.


Installation:• Use all specified fasteners. See Product Notes, page 19. • Bend angle only once.

Steps:1. Attach CSH-TZ to header with tabs positioned towards the inside of

the stringer member. 2. Adjust the seat of the CSH-TZ to match the slope of the stringer

member. Diamond shaped holes in the connector allow temporary installation of wood screws to aid in installation of the CSH-TZ.

3. Install 10d x 1-1/2" HDG nails into the stringer and rim band/joist.

CSH Concealed Stringer Hanger


Ref. No. Qty Type Type 100% 115% 100% 115% 100% 115% 100% 115% CSH-TZ LSCZ 18 8 10d x 1-1/2 HDG 4 1 10d x 1-1/2 HDG 1455 545 6.47 2.42 1030 385 4.58 1.71

1) Factored resistances have been increased 15% for short-term loads such as wind and earthquake; no further increase is allowed. 2) NAILS: 10d x 1-1/2 nails are 0.148" dia. x 1-1/2" long. New products or updated product information are designated in blue font.

Fastener Schedule2

kN


Corr

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kN

WideFace Qty

NarrowFace Qty

MiTekStock No.

SteelGauge

Lbs LbsRim/Band Joist Stringer

Typical CSH-TZinstallation

CSH-TZ

Adjustable5"

5"

1-7/16"

1-1/2"




These top mount hangers are designed for supporting floor joists or 2x dimensional lumber. The top mount style allows builders to drop in joists or purlins quickly.



HL Light Gauge Purlin Hangers

HL210Typical HL210 installation

DW

TF

Speed prongs elimate need for joist nails

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KB / KLB Beam & Purlin Hangers

With a top mount design and heavy steel fabrication the KB and KLB hangers can cover medium-to-heavy beam and purlin applications. The top mount design offers high loads with less nailing than comparable face mount hangers.

KLB – 14 gauge

KB – 12 gauge

Materials: See chartFinish: G90 galvanizing

Installation:• Use all specified fasteners. See Product Notes, page 19.• NA20D nails are included with hangers where applicable.• For welded installations, see page 250.• KB models are not recommended for use with LVL, PSL,

or LSL members.

Primarily used to hang joists or headers in medium load conditions. These hangers provide higher load values with less nailing.

Materials: 12 gaugeFinish: G90 galvanizingOptions: All nominal lumber sizes are available for rough/full size lumber. See Specialty Options Chart.Codes: Load values are derived from data submitted to various North American building code evaluators.

Installation:• Use all specified fasteners. See Product Notes, page 19.• Check top flange dimensions to ensure compatibility with

header widths.• Do not use for welded or nailer applications. Reference

Specialty Options chart below for hanger options.

HDO Heavy-Duty Top Mount Hangers

Option Skewed1,3 Sloped Seat2 Sloped / Skewed1,2,3 Inverted Flange

1) Skewed hangers with skews greater than 15° may have all joist nailing on outside flange. 2) Sloped or sloped / skewed hangers with slopes greater than 15° may have additional joist nails. 3) For skewed hangers, the required cut type (square or bevel) of joist member may vary based on skew angle and width of hanger. Some square cut hangers will require custom pricing due to welded back plate.

Not available inwidths less than 3-1/8"

Add IFto product number.

Ex. HDO610_IF

FactoredResistance

Ordering


on skews greater than 15˚.100% of table load



100% of table load.65% of table load whennailing into the support

members end grain.



Ex. HDO210_SK45R_SQ

1˚ to 67-1/2˚ when width is 1-3/4" or less.1˚ to 50˚ on all others.

1˚ to 45˚ See Sloped Seat and Skewed

See Sloped Seat and Skewed.Ex.

HDO210_SK45R_SQ_SL30D


to product number.Ex. HDO210_SL30D

Range

Specialty Options Chart Refer to Specialty Options pages 246 and 248 for additional details.

Typical KB installation

KB

Typical KLB installation

KLB

H

DDWW

TFTF

H

HDO28-2

Typical HDO skewed option installation

HDO standard installation

Typical HDO410IFinverted flange

installation

Hangers

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TF

1-1/4"

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KHW / SW / SWH Welded Top Flange Hangers

SW – Light-duty hanger.

SWH – Medium-duty hanger.

KHW – Heavy-duty hanger installs with NA20D nails for higher load capacities.

Materials: SW top flange - 12 gauge; stirrup - 12 gauge; SWH top flange - 7 gauge; stirrup - 12 gauge; KHW top flange - 3 gauge; stirrup - 10 gaugeFinish: PrimerOptions: All nominal lumber sizes are available for rough/full size lumber. See Specialty Options below.Codes: Load values are derived from data submitted to various North American building code evaluators.

Installation:• Use all specified fasteners. See Product Notes, page 19.• NA20D nails are supplied with KHW hangers.• For welded installations see page 250.• KHW models are not recommended for use with LVL, PSL,

or LSL headers.

Nailer Installation Chart Chart represents maximum factored resistance for hangers used on wood nailers. Reference page 148.

Specialty Options Chart – Refer to Specialty Options pages 246, 248-249 for additional details.

Qty Type Qty Type Lbs kN Lbs kN2X 2 10d x 1-1/2 2 10d x 1-1/2 1635 7.27 1240 5.523x 2 16d x 2-1/2 2 10d x 1-1/2 3900 17.35 3105 13.81

(2) 2x 2 16d x 2-1/2 2 10d x 1-1/2 3900 17.35 3105 13.814x 2 16d x 2-1/2 2 10d x 1-1/2 3900 17.35 3105 13.812X 2 10d x 1-1/2 2 10d 2600 -- 1970 --3X 2 16d x 2-1/2 2 10d 3350 -- 2535 --

(2) 2x 2 16d x 2-1/2 2 10d x 1-1/2 2600 -- 1970 --4x 2 16d x 2-1/2 2 10d x 1-1/2 2600 -- 1970 --

KHW 3X 4 16d x 2-1/2 2 10d 5180 23.04 3925 17.46

1) Listed loads shall not be increased. 2) The nailer must be sized to fit the supported width and be of sufficient thickness to satisfy specified top flange nailing requirements. A design professional must specify nailer attachment to steel beams. 3) NAILS: 10d x 1-1/2 nails are 0.148" dia. x 1-1/2" long, 10d nails are 0.148" dia. x 3" long, 16d x 2-1/2 nails are 0.162" dia. x 2-1/2" long. New products or updated product information are designated in blue font.

MiTekStock No.

Vertical (100%)1 Vertical (100%)1

SW

SWH

Fastener Schedule3 DF Factored Resistance


Nailer

Size2

Header Joist

Option Skewed1,3 Sloped Seat2 Sloped / Skewed1,2,3 Sloped Top Flange4 Saddle Ridge

1) Skewed hangers with skews greater than 15° may have all joist nailing on outside flange. 2) Sloped or sloped / skewed hangers with slopes greater than 15° may have additional joist nails. 3) For skewed hangers, the required cut type (square or bevel) of joist member may vary based on skew angle and width of hanger. Some square cut hangers will require custom pricing due to welded back plate. 4) Sloped top flanges with greater than 15° may have additional header nails.

Add DA, angle required

to product number.Ex. SW212_DA30

Top Flange Offset

Add OS, andright (R) or left (L),to product number.

Ex. SW212_OSL

% of table load:

60%75%85%

100% of table loadper side

Hanger Width3-1/2" or less

3-9/16" to 5-1/2"5-9/16" to 7-1/2"

100% of table load

0° to 45° -- -- -- --

Add SA,and saddlewidth required

to product number.Ex. SW212_SA=5-1/2"


Add SK, angle required,right (R ) or left (L ), and

square cut (SQ ) or bevel cut (BV )

to product number.Ex. SW212_SK45R_SQ


to product number.Ex. SW212_SL30D

See Sloped Seat and Skewed.

Ex. SW212_SK45R_SQ_SL30D

Add SF, angle required,and right (R) or left (L),

to product number.Ex. SW212_SF30L

100% of table load 100% of table load 100% of table load

1˚ to 45˚ 0° to 35°Range

FactoredResistance

Ordering

1˚ to 84˚

100% of table load

Typical SW210 installationTypical KHW46 installation

SWH410

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Top Mount Hanger Charts

Download Uplift1,2 Download Uplift1,2 Download Uplift1,2 Download Uplift1,2

Ref. No. W H D L TF Top Face Type Qty Type 100% 115% 100% 115% 100% 115% 100% 115%

2 x 4 HDO24 HU24TF 12 1-9/16 3-7/16 2-1/4 -- 2-1/2 4 2 16d 2 10d x 1-1/2 3150 595 14.01 2.65 2475 465 11.01 2.07

HL26 JB26 18 1-9/16 5-3/8 1-1/2 -- 1-5/16 2 4 16d 2 prongs 2085 -- 9.27 -- 1635 -- 7.27 --

KLB26 LB26 14 1-9/16 5-3/8 1-1/2 -- 1-3/8 2 4 16d 2 10d x 1-1/2 3895 665 17.33 2.96 3120 610 13.88 2.71

SW26 W26 12 1-9/16 5-3/8 2-1/2 6-1/2 2-1/2 2 -- 10d 2 10d x 1-1/2 3590 270 15.97 1.20 2980 225 13.26 1.00

HDO26 HU26TF 12 1-9/16 5-3/8 2-1/4 -- 2-1/2 4 6 16d 4 10d x 1-1/2 4195 1580 18.66 7.03 3295 1240 14.66 5.52

HL28 JB28 18 1-9/16 7-5/16 1-3/4 -- 1-5/16 2 4 16d 2 prongs 2395 -- 10.65 -- 1880 -- 8.36 --

KLB28 LB28 14 1-9/16 7-1/4 1-3/4 -- 1-3/8 2 4 16d 2 10d x 1-1/2 3895 665 17.33 2.96 3120 610 13.88 2.71

SW28 W28 12 1-9/16 7-1/8 2-1/2 6-1/2 2-1/2 2 -- 10d 2 10d x 1-1/2 3590 270 15.97 1.20 2980 225 13.26 1.00

HDO28 HU28TF 12 1-9/16 7-1/8 2-1/4 -- 2-1/2 4 6 16d 4 10d x 1-1/2 4590 1420 20.42 6.32 3600 1115 16.01 4.96

HL210 JB210A 18 1-9/16 9-5/16 2 -- 1-5/16 2 4 16d 2 prongs 2395 -- 10.65 -- 1880 -- 8.36 --

KLB210 LB210A 14 1-9/16 9-1/4 2 -- 1-3/8 2 4 16d 2 10d x 1-1/2 3895 665 17.33 2.96 3120 610 13.88 2.71

SW210 W210 12 1-9/16 9-1/8 2-1/2 6-1/2 2-1/2 2 -- 10d 2 10d x 1-1/2 3590 270 15.97 1.20 2980 225 13.26 1.00

HDO210 HU210TF 12 1-9/16 9-1/8 2-1/4 -- 2-1/2 4 8 16d 4 10d x 1-1/2 4790 1365 21.31 6.07 3760 1070 16.73 4.76

HL212 JB212A 18 1-9/16 11-1/4 2-1/8 -- 1-5/16 2 4 16d 2 prongs 2600 -- 11.57 -- 2040 -- 9.07 --

KLB212 LB212A 14 1-9/16 11-1/8 2 -- 1-3/8 2 4 16d 2 10d x 1-1/2 3300 665 14.68 2.96 3030 610 13.48 2.71

SW212 W212 12 1-9/16 11-1/8 2-1/2 6-1/2 2-1/2 2 -- 10d 2 10d x 1-1/2 3590 270 15.97 1.20 2980 225 13.26 1.00

HDO212 HU212TF 12 1-9/16 11 2-1/4 -- 2-1/2 4 10 16d 6 10d x 1-1/2 3855 2495 17.15 11.10 3025 1955 13.46 8.70

SW214 W214 12 1-9/16 13-1/8 2-1/2 6-1/2 2-1/2 2 -- 10d 2 10d x 1-1/2 3590 270 15.97 1.20 2980 225 13.26 1.00

HDO214 HU214TF 12 1-9/16 13 2-1/4 -- 2-1/2 4 12 16d 6 10d x 1-1/2 6345 1980 28.22 8.81 4980 1555 22.15 6.92

SW216 W216 12 1-9/16 15-1/8 2-1/2 6-1/2 2-1/2 2 -- 10d 2 10d x 1-1/2 3590 270 15.97 1.20 2980 225 13.26 1.00

3 x 4 HDO34 HU34TF 12 2-9/16 3-7/16 2-1/2 -- 2-1/2 4 4 16d 2 10d x 1-1/2 3870 595 17.21 2.65 3040 465 13.52 2.07

SW36 W36 12 2-9/16 5-3/8 2-1/2 6-1/2 2-1/2 2 -- 10d 2 10d x 1-1/2 3900 270 17.35 1.20 3240 225 14.41 1.00

HDO36 HU36TF 12 2-9/16 5-3/8 2-1/2 -- 2-1/2 4 6 16d 4 10d x 1-1/2 4850 1580 21.57 7.03 3805 1240 16.93 5.52

SW38 W38 12 2-9/16 7-1/8 2-1/2 6-1/2 2-1/2 2 -- 10d 2 10d x 1-1/2 3900 270 17.35 1.20 3240 225 14.41 1.00

SW310 W310 12 2-9/16 9-1/8 2-1/2 6-1/2 2-1/2 2 -- 10d 2 10d x 1-1/2 3900 270 17.35 1.20 3240 225 14.41 1.00

SWH312 WNP312 7/12 2-9/16 11-1/8 2-1/2 7 2-1/2 2 -- 16d 2 10d x 1-1/2 5120 270 22.77 1.20 4250 225 18.90 1.00

SWH314 WNP314 7/12 2-9/16 13-1/8 2-1/2 7 2-1/2 2 -- 16d 2 10d x 1-1/2 5120 270 22.77 1.20 4250 225 18.90 1.00

SWH316 WNP316 7/12 2-9/16 15-1/8 2-1/2 7 2-1/2 2 -- 16d 2 10d x 1-1/2 5120 270 22.77 1.20 4250 225 18.90 1.00

(2) 2 x 4 HDO24-2 HU24-2TF 12 3-1/8 3-7/16 2-1/4 -- 2-1/2 4 4 16d 2 10d 4005 880 17.82 3.91 3145 690 13.99 3.07

SWH26-2 WNP26-2 7/12 3-1/8 5-3/8 2-1/2 7 2-1/2 2 -- 16d 2 10d 5120 270 22.77 1.20 4250 225 18.90 1.00

HDO26-2 HU26-2TF, HUS26-2TF

12 3-1/8 5-3/8 2-1/4 -- 2-1/2 4 6 16d 4 10d 4995 1975 22.22 8.79 3920 1550 17.44 6.89

1) Factored uplift resistances have been increased 15% for short-term loads such as wind and earthquake; reduce for other load durations in accordance with the code. 2) HL and SW products do not provide uplift resistance, except for the HL214. 3) Refer to the respective Nailer Options chart on page 123 for hangers installed on wood nailers. 4) NAILS: 10d x 1-1/2 nails are 0.148" dia. x 1-1/2" long, 10d nails are 0.148" dia. x 3" long, 16d nails are 0.162" dia. x 3-1/2" long. New products or updated product information are designated in blue font.

22.89 11.036555 3160 29.16 14.06 5145 248014 16d 8 10d x 1-1/2

2040 460 9.07 2.056 16d 2 10d x 1-1/2 2600 585

(2) 2 x 6

3 x 6

3 x 8

3 x 14

HL214 JB214A, LB214A

18 2 --1-9/16 13-1/8

2-1/4 -- HDO216 HU216TF, LB216

12 1-9/16 15

HDO38 B38, HU38TF

12 2-9/16 7-1/8 2-1/2

2 x 6

2 x 8

2 x 10

2 x 12

2 x 14

2 x 16

Qty Lbs kN

2-1/2 2 11.57 2.60

2-1/2 4

Lbs kN

Beam/Joist Size

MiTekStock No. Ga.

Dimensions (in) Fastener Schedule4 DFFactored Resistance (Lbs.)3

S-P-FFactored Resistance (Lbs.)3

Header Joist

-- 2-1/2 4 8 16d 4 10d x 1-1/2 5235 1420 23.29 6.32 4110 1115 18.28 4.96

3 x 10 HDO310

B310, HU310TF

12 4 10 16d 6 10d x 1-1/22-9/16 9-1/8 2-1/2 -- 2-1/2 6820 2340 30.34 10.41 5355 1840 23.82 8.18

3 x 12 HDO312

B312, HU312TF

12 2-9/16 11 2-1/2 -- 2-1/2 4 12 16d 6 10d x 1-1/2 7165 2480 31.87 11.03 5625 1945 25.02 8.65

HDO314 B314, HU314TF

12 2-9/16 13 2-1/2 -- 2-1/2 4

32.94

14 16d 8 10d x 1-1/2 7165 2480 31.87 11.03 5625

11.03

1945 25.02 8.65

3 x 16 HDO316

B316, HU316TF

12 2-9/16 15 2-1/2 -- 2-1/2 4 16 16d 8 10d x 1-1/2 9430 3160 41.95 14.06 7405 2480

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SWH28-2 WNP28-2 7/12 3-1/8 7-1/8 2-1/2 7 2-1/2 2 -- 16d 2 10d 5120 270 22.77 1.20 4250 225 18.90 1.00


12 3-1/8 7-1/8 2-1/4 -- 2-1/2 4 8 16d 4 10d 5555 1860 24.71 8.27 4360 1460 19.39 6.49

SWH210-2 WNP210-2 7/12 3-1/8 9-1/8 2-1/2 7 2-1/2 2 -- 16d 2 10d 5120 270 22.77 1.20 4250 225 18.90 1.00


12 3-1/8 9-1/8 2-1/2 -- 2-1/2 4 10 16d 6 10d 7480 3180 33.27 14.15 5870 2495 26.11 11.10

HDO210-2IF HUC210-2TF, HUSC210-2TF

12 3-1/8 9-1/8 2-1/2 -- 2-1/2 4 10 16d 6 10d 7480 3180 33.27 14.15 5870 2495 26.11 11.10

SWH212-2 WNP212-2 7/12 3-1/8 11-1/8 2-1/2 7 2-1/2 2 -- 16d 2 10d 5120 270 22.77 1.20 4250 225 18.90 1.00


12 3-1/8 11 2-1/2 -- 2-1/2 4 12 16d 6 10d 9010 2950 40.08 13.12 7070 2315 31.45 10.30

SWH214-2 WNP214-2 7/12 3-1/8 13-1/8 2-1/2 7 2-1/2 2 -- 16d 2 10d 5120 270 22.77 1.20 4250 225 18.90 1.00


12 3-1/8 13 2-1/2 -- 2-1/2 4 14 16d 8 10d 8865 3220 39.43 14.32 6960 2530 30.96 11.25

SWH216-2 WNP216-2 7/12 3-1/8 15-1/8 2-1/2 7 2-1/2 -- -- 16d 2 10d 5120 270 22.77 1.20 4250 225 18.90 1.00

HDO216-2 HU216-2TF 12 3-1/8 15 2-1/2 -- 2-1/2 4 16 16d 8 10d 10220 3685 45.46 16.39 8025 2890 35.70 12.86

4 x 4 HDO44 HU44TF 12 3-9/16 3-7/16 2-1/4 -- 2-1/2 4 4 16d 2 10d 4005 880 17.82 3.91 3145 690 13.99 3.07

SW46 W46 12 3-9/16 5-3/8 2-1/2 6-1/2 2-1/2 2 -- 10d 2 10d 3900 270 17.35 1.20 3240 225 14.41 1.00

HDO46 HU46TF, HUS46TF

12 3-9/16 5-3/8 2-1/4 -- 2-1/2 4 6 16d 4 10d 4995 1975 22.22 8.79 3920 1550 17.44 6.89

KHW46 HW46 3/10 3-9/16 5-3/8 2-1/2 10 2-1/2 4 -- NA20D 2 10d 8575 270 38.14 1.20 6785 225 30.18 1.00

SW48 W48 12 3-9/16 7-1/8 2-1/2 6-1/2 2-1/2 2 -- 10d 2 10d 3900 270 17.35 1.20 3240 225 14.41 1.00

HDO48 B48, BA48, HU48TF, HUS48TF

12 3-9/16 7-1/8 2-1/4 -- 2-1/2 4 8 16d 4 10d 5555 1860 24.71 8.27 4360 1460 19.39 6.49

KHW48 HW48 3/10 3-9/16 7-1/8 2-1/2 10 2-1/2 4 -- NA20D 2 10d 8575 270 38.14 1.20 6785 225 30.18 1.00

SW410 W410 12 3-9/16 9-1/8 2-1/2 6-1/2 2-1/2 2 -- 10d 2 10d 3900 270 17.35 1.20 3240 225 14.41 1.00

HDO410 B410, HU410TF, HUI49.5TF, HUS410TF

12 3-9/16 9-1/8 2-1/4 -- 2-1/2 4 10 16d 6 10d 7480 3180 33.27 14.15 5870 2495 26.11 11.10

SWH410 -- 7/12 3-9/16 9-1/8 2-1/2 7 2-1/2 2 -- 16d 2 10d 5120 270 22.77 1.20 4250 225 18.90 1.00

KHW410 HW410 3/10 3-9/16 9-1/8 2-1/2 10 2-1/2 4 -- NA20D 2 10d 8575 270 38.14 1.20 6785 225 30.18 1.00

KB412 B412 12 3-9/16 11-1/8 2-3/8 -- 2-1/2 4 2 NA20D 2 NA20D 6535 1225 29.07 5.45 5180 1085 23.04 4.83

HDO412 HU412TF, HUS412TF

12 3-9/16 11 2-1/4 -- 2-1/2 4 12 16d 6 10d 9010 2950 40.08 13.12 7070 2315 31.45 10.30

SWH412 WNP412 7/12 3-9/16 11-1/8 2-1/2 7 2-1/2 2 -- 16d 2 10d 5120 270 22.77 1.20 4250 225 18.90 1.00

KHW412 HW412 3/10 3-9/16 11-1/8 2-1/2 10 2-1/2 4 -- NA20D 2 10d 8575 270 38.14 1.20 6785 225 30.18 1.00

HDO414

B414, HHB414, HU414TF, HUI414TF, HUS414TF

12 3-9/16 13 2-1/2 -- 2-1/2 4 14 16d 8 10d 8865 3220 39.43 14.32 6960 2530 30.96 11.25

SWH414 WNP414 7/12 3-9/16 13-1/8 2-1/2 7 2-1/2 2 -- 16d 2 10d 5120 270 22.77 1.20 4250 225 18.90 1.00

KHW414 HW414 3/10 3-9/16 13-1/8 2-1/2 10 2-1/2 4 -- NA20D 2 10d 8575 270 38.14 1.20 6785 225 30.18 1.00

1) Factored uplift resistances have been increased 15% for short-term loads such as wind and earthquake; reduce for other load durations in accordance with the code. 2) KHW products do not provide uplift resistance. 3) Refer to the respective Nailer Options chart on page 123 for hangers installed on wood nailers. 4) KHW Glulam load values are based on 560 psi perpendicular to grain loading. 5) NAILS: 10d nails are 0.148" dia. x 3" long, 16d nails are 0.162" dia. x 3-1/2" long, NA20D nails are 0.192" dia. x 2-1/2" long and are included with KHW hangers. New products or updated product information are designated in blue font.

Dimensions (in) Fastener Schedule3,5 DFFactored Resistance (Lbs.)3

S-P-FFactored Resistance (Lbs.)3

Header Joist

Qty Lbs kN Lbs kN

4 x 6

4 x 14

MiTekStock No. Ga.

4 x 8

4 x 10

4 x 12

Beam/Joist Size

(2) 2 x 8

(2) 2 x 10

(2) 2 x 12

(2) 2 x 14

(2) 2 x 16

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HDO416 B416, HHB416, HU416TF

12 3-9/16 15 2-1/2 -- 2-1/2 4 16 16d 8 10d 10220 3685 45.46 16.39 8025 2890 35.70 12.86

SWH416 WNP416 7/12 3-9/16 15-1/8 2-1/2 7 2-1/2 2 -- 16d 2 10d 5120 270 22.77 1.20 4250 225 18.90 1.00

KHW416 HW416 3/10 3-9/16 15-1/8 2-1/2 10 2-1/2 4 -- NA20D 2 10d 8575 270 38.14 1.20 6785 225 30.18 1.00

(3) 2 x 10 HDO210-3 HU210-3TF 12 4-11/16 9-1/8 2-1/2 -- 2-1/2 4 10 16d 6 16d 7480 3180 33.27 14.15 5870 2495 26.11 11.10

(3) 2 x 12 HDO212-3 HU212-3TF 12 4-11/16 11 2-1/2 -- 2-1/2 4 12 16d 6 16d 9010 2950 40.08 13.12 7070 2315 31.45 10.30

(3) 2 x 14 HDO214-3 HU214-3TF 12 4-11/16 13 2-1/2 -- 2-1/2 4 14 16d 8 16d 8865 3220 39.43 14.32 6960 2530 30.96 11.25

(3) 2 x 16 HDO216-3 HU216-3TF 12 4-11/16 15 2-1/2 -- 2-1/2 4 16 16d 8 16d 10220 3685 45.46 16.39 8025 2890 35.70 12.86

HDO66 HU66TF 12 5-1/2 5-3/8 2-1/2 -- 2-1/2 4 6 16d 4 16d 4995 1975 22.22 8.79 3920 1550 17.44 6.89

SWH66 WNP66 7/12 5-1/2 5-3/8 2-1/2 7 2-1/2 2 -- 16d 2 10d 5120 270 22.77 1.20 4250 225 18.90 1.00

KHW66 HW66 3/10 5-1/2 5-3/8 2-1/2 10 2-1/2 4 -- NA20D 2 10d 8575 270 38.14 1.20 6785 225 30.18 1.00

SWH68 WNP68 7/12 5-1/2 7-1/8 2-1/2 7 2-1/2 2 -- 16d 2 10d 5120 270 22.77 1.20 4250 225 18.90 1.00

KHW68 HW68 3/10 5-1/2 7-1/8 2-1/2 10 2-1/2 4 -- NA20D 2 10d 8575 270 38.14 1.20 6785 225 30.18 1.00

KB610 B610 12 5-1/2 9-1/4 2-3/8 -- 2-1/2 4 6 NA20D 2 NA20D 6510 1225 28.96 5.45 5110 1085 22.73 4.83

HDO610 HHB610, HU610TF

12 5-1/2 9-1/8 2-1/2 -- 2-1/2 4 10 16d 6 16d 7480 3180 33.27 14.15 5870 2495 26.11 11.10

SWH610 WNP610 7/12 5-1/2 9-1/8 2-1/2 7 2-1/2 2 -- 16d 2 10d 5120 270 22.77 1.20 4250 225 18.90 1.00

KHW610 HW610 3/10 5-1/2 9-1/8 2-1/2 10 2-1/2 4 -- NA20D 2 10d 8575 270 38.14 1.20 6785 225 30.18 1.00

KB612 B612 12 5-1/2 11-1/8 2-3/8 -- 2-1/2 4 6 NA20D 2 NA20D 6510 1225 28.96 5.45 5110 1085 22.73 4.83

HDO612 HHB612, HU612TF

12 5-1/2 11 2-1/2 -- 2-1/2 4 12 16d 6 16d 9010 2950 40.08 13.12 7070 2315 31.45 10.30

KHW612 HW612 3/10 5-1/2 11-1/8 2-1/2 10 2-1/2 4 -- NA20D 2 10d 8575 270 38.14 1.20 6785 225 30.18 1.00

HDO614 B614, HHB614, HU614TF

12 5-1/2 13 2-1/2 -- 2-1/2 4 14 16d 8 16d 8865 3220 39.43 14.32 6960 2530 30.96 11.25

KHW614 HW614 3/10 5-1/2 13-1/8 2-1/2 10 2-1/2 4 -- NA20D 2 10d 8575 270 38.14 1.20 6785 225 30.18 1.00

HDO616 B616, HHB616, HU616TF

12 5-1/2 15 2-1/2 -- 2-1/2 4 16 16d 8 16d 10220 3685 45.46 16.39 8025 2890 35.70 12.86

KHW616 HW616 3/10 5-1/2 15-1/8 2-1/2 10 2-1/2 4 -- NA20D 2 10d 8575 270 38.14 1.20 6785 225 30.18 1.00

8 x 6 KHW86 HW86 3/10 7-1/2 5-3/8 2-1/2 10 2-1/2 4 -- NA20D 2 10d 8575 270 38.14 1.20 6785 225 30.18 1.00

8 x 8 KHW88 HW88 3/10 7-1/2 7-1/8 2-1/2 10 2-1/2 4 -- NA20D 2 10d 8575 270 38.14 1.20 6785 225 30.18 1.00

8 x 10 KHW810 HW810 3/10 7-1/2 9-1/8 2-1/2 10 2-1/2 4 -- NA20D 2 10d 8575 270 38.14 1.20 6785 225 30.18 1.00

2-1/2 glulam KHW26 -- 3/10 2-11/16 specify 4 10 2-1/2 4 -- NA20D 2 10d x 1-1/2 8200 270 36.48 1.20 6810 225 30.29 1.00

3-1/8 glulam KHW3 HW3.25 3/10 3-1/4 specify 3 10 2-1/2 4 -- NA20D 2 10d 8575 270 38.14 1.20 6785 225 30.18 1.00

5-1/8 glulam KHW5 HW5.25 3/10 5-1/4 specify 2-1/2 10 2-1/2 4 -- NA20D 2 10d 8575 270 38.14 1.20 6785 225 30.18 1.00

1) Factored uplift resistances have been increased 15% for short-term loads such as wind and earthquake; reduce for other load durations in accordance with the code. 2) KHW products do not provide uplift resistance. 3) Refer to the respective Nailer Options chart on page 123 for hangers installed on wood nailers. 4) KHW Glulam load values are based on 560 psi perpendicular to grain loading. 5) Consult MiTek for additional Glulam sizes. 6) NAILS: 10d x 1-1/2 nails are 0.148" dia. x 1-1/2" long, 10d nails are 0.148" dia. x 3" long, 16d nails are 0.162" dia. x 3-1/2" long, NA20D nails are 0.192" dia. x 2-1/2" long and are included with KHW hangers. New products or updated product information are designated in blue font.

6 x 16

8 x 12 KHW812 HHB812, HW812

3/10

6 x 8

Lbs kN

Beam/Joist Size

MiTekStock No. Ga.

6 x 10

6 x 12

6 x 14

16d 5555 1860 24.71 8.27 4360-- 2-1/2 4 8

Dimensions (in) Fastener Schedule3,5 DF

Factored Resistance (Lbs.)3S-P-F

Factored Resistance (Lbs.)3Header Joist

Qty Lbs kN

16d 4 HDO68 HHB68, HU68TF

12 5-1/2 7-1/8 2-1/2

7-1/2 11-1/8 2-1/2 10 2-1/2 4 -- NA20D 2

1460 19.39 6.49

38.14 1.20 6785 225 30.18 1.0010d 8575 270

38.14 1.202-1/2 10 2-1/2 4 -- NA20D 2 10d 8575 270 8 x 14 KHW814 HHB814, HW814

3/10 7-1/2 13-1/8

KHW816 HHB816, HW816

3/10 7-1/2 15-1/8

4 x 16

6785 225 30.18 1.00

Glulam Sizes5

6 x 6

2 10d 8575 270 38.14 1.202-1/2 10 2-1/2 4 -- NA20D

6785 225 30.18 1.00

8 x 16

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FWH Fire Wall Hangers

The Fire Wall Hanger is designed for attaching truss, I-joist, solid sawn lumber, or engineered wood floor framing members to double wall top plates or minimum 2-ply 2x solid sawn header fire rated wood frame walls. The advanced design allows the installation of the FWH before the 5/8" gypsum wallboard (drywall) is attached and permits the building project to be completely framed-up, and weather-tight before the gypsum wallboard sheathing work starts.

Materials: 14 gauge Finish: G90 galvanizingCodes: Factored resistances are derived from data submitted to various North American building code evaluatorsOptions: See Specialty Options chart on page 128.

Installation:• Install the face of hanger flanges tight to stud wall framing.• For wall framing, hangers do NOT need to be installed at

stud locations for full design values.• The end of the truss/joist should measure 1-5/8" from

the face of the supporting wall. See Figure 1.• The truss/joist should bear fully on the FWH seat with a

gap no greater than 1/8" between the end of the supported member and the hanger. See Figure 1.

• Gypsum Wallboard Installation - Use the FWH-T template to slot cut the gypsum wallboard. See FWH-T Template Installation Sequence on page 128. Slide the gypsum wallboard into position and fasten to the framing members meeting minimum requirements specified by code.

Hangers

Typical FWH stud wall with (2) layers of 5/8" gypsum wallboard installation

Typical FWHstud wall installation

Typical FWHsolid sawn header installation

1/8"1-5/8"

Figure 1

Typical FWHSide View

Type Qty Type UnitLbs 3250 330 2890 280 2555 270 2550 260kN 14.46 1.47 12.86 1.25 11.37 1.20 11.34 1.16Lbs 3810 685 2890 590 2990 560 2550 545kN 16.95 3.05 12.86 2.62 13.30 2.49 11.34 2.42Lbs 3250 330 2890 280 2555 270 2550 260kN 14.46 1.47 12.86 1.25 11.37 1.20 11.34 1.16Lbs 3810 685 2890 590 2990 560 2550 545kN 16.95 3.05 12.86 2.62 13.30 2.49 11.34 2.42Lbs 3250 330 2890 280 2555 270 2550 260kN 14.46 1.47 12.86 1.25 11.37 1.20 11.34 1.16Lbs 3810 685 2890 590 2990 560 2550 545kN 16.95 3.05 12.86 2.62 13.30 2.49 11.34 2.42Lbs 3250 330 2890 280 2555 270 2550 260kN 14.46 1.47 12.86 1.25 11.37 1.20 11.34 1.16Lbs 3810 685 2890 590 2990 560 2550 545kN 16.95 3.05 12.86 2.62 13.30 2.49 11.34 2.42Lbs 3250 330 2890 280 2555 270 2550 260kN 14.46 1.47 12.86 1.25 11.37 1.20 11.34 1.16Lbs 3810 685 2890 590 2990 560 2550 545kN 16.95 3.05 12.86 2.62 13.30 2.49 11.34 2.42

1) Factored uplift resistances have been increased 15% for short-term loads such as wind and earthquake; reduce for other load durations in accordance with the code. 2) NAILS: 10d x 1-1/2 nails are 0.148" dia. x 1-1/2" long, 10d nails are 0.148" dia. x 3" long. New products are designated in blue font.

After (1) layer of 5/8-in gypsum wallboard is installed

After (2) layers of 5/8-in gypsum wallboard are installed

Two-sided after (2) layers of 5/8-in gypsum wallboard are installed (min. 2x6 wall)

After (1) layer of structural sheathing & (1) layer of 5/8-in gypsum wallboard is installed 6

6

6

6

2 10d 6 10d x 1-1/2

6 -- 10d 6 10d x 1-1/2

2 10d 6 10d x 1-1/2

6 -- 10d 6 10d x 1-1/2

2 10d 6 10d x 1-1/2

6 -- 10d 6 10d x 1-1/2

2 10d 6 10d x 1-1/2

6 -- 10d 6 10d x 1-1/2

Fastener Schedule2 DF Factored Resistance SPF Factored Resistance

Header Joist 2-Ply, 2x Wall Top Plate

2-Ply, 2x Wall Top Plate

Solid Sawn Header

Solid SawnHeader

Without 5/8-in gypsum wallboard or structural sheathing

--

2

Uplift115%1

Download100%

InstallationType

TopQty

FaceQty

Download100%

Uplift115%1

Download100%

6

6

10d 6 10d x 1-1/2

Uplift115%1

10d 6 10d x 1-1/2

Uplift115%1

Download100%


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FWH Fire Wall Hangers

Hangers

Option Skewed1

Range 1˚ to 70˚

1) Skewed hangers with skews greater than 15° may have all joist nailing on outside flange. New products or updated product information are designated in blue font.

FactoredResistance

Ordering

80% of table load on skews up to 45°.70% of table load on skews 46° to 70°.

Add SK, angle required, right (R) or left (L), and square cut (SQ) to product number.

Ex. FWH3514_SK45R_SQ

Specialty Options Chart – Refer to Specialty Options pages 246 and 248 for additional details.

Ref. No. W H 2 x 8 FWH28 -- 1-9/16 7-1/8 2 x 10 FWH210 -- 1-9/16 9-1/8 2 x 12 FWH212 -- 1-9/16 11-1/8 1-3/4 x 9-1/2 FWH1795 DGHF1.81/9.5 1-13/16 9-7/16 1-3/4 x 11-7/8 FWH17118 DGHF1.81/11.88 1-13/16 11-13/16 1-3/4 x 14 FWH1714 DGHF1.81/14 1-13/16 13-15/16 1-3/4 x 16 FWH1716 DGHF1.81/16 1-13/16 15-15/16 2 - 2-1/8 x 9-1/2 FWH2095 DGHF2.1/9.5 2-1/8 9-7/16 2 - 2-1/8 x 11-7/8 FWH20118 DGHF2.1/11.88 2-1/8 11-13/16 2 - 2-1/8 x 14 FWH2014 DGHF2.1/14 2-1/8 13-15/16 2 - 2-1/8 x 16 FWH2016 DGHF2.1/16 2-1/8 15-15/16 2-5/16 x 9-1/2 FWH2395 DGHF2.37/9.5 2-3/8 9-7/16 2-5/16 x 11-7/8 FWH23118 DGHF2.37/11.88 2-3/8 11-13/16 2-5/16 x 14 FWH2314 DGHF2.37/14 2-3/8 13-15/16 2-5/16 x 16 FWH2316 DGHF2.37/16 2-3/8 15-15/16 2-5/16 x 18 FWH2318 DGHF2.37/18 2-3/8 17-15/16 2-5/16 x 20 FWH2320 DGHF2.37/20 2-3/8 19-15/16 2-1/2 x 9-1/2 FWH2595 DGHF2.56/9.5 2-9/16 9-7/16 2-1/2 x 11-7/8 FWH25118 DGHF2.56/11.88 2-9/16 11-13/16 2-1/2 x 14 FWH2514 DGHF2.56/14 2-9/16 13-15/16 2-1/2 x 16 FWH2516 DGHF2.56/16 2-9/16 15-15/16 2-1/2 x 18 FWH2518 DGHF2.56/18 2-9/16 17-15/16 2-1/2 x 20 FWH2520 DGHF2.56/20 2-9/16 19-15/16 3-1/2 x 9-1/2 FWH3595 DGHF3.62/9.5 3-9/16 9-7/16 3-1/2 x 11-7/8 FWH35118 DGHF3.62/11.88 3-9/16 11-13/16 3-1/2 x 14 FWH3514 DGHF3.62/14 3-9/16 13-15/16 3-1/2 x 16 FWH3516 DGHF3.62/16 3-9/16 15-15/16 3-1/2 x 18 FWH3518 DGHF3.62/18 3-9/16 17-15/16 3-1/2 x 20 FWH3520 DGHF3.62/20 3-9/16 19-15/16 3-1/2 x 22 FWH3522 DGHF3.62/22 3-9/16 21-15/16 3-1/2 x 24 FWH3524 DGHF3.62/24 3-9/16 23-15/16

-- FWH-T -- 5-3/4 13

MiTekStock No.

JoistSize

Dimensions (in)

Edge Prong

Corner Prong




FWH-T template installation sequence

FWH-T Template (must be ordered separately)

5-3/4"

8"

13"

FWH

H

2"

2-5/8"

W

FWH hangers are tested per ASTM E814 standards. When installed on one side of a maximum 2 hour fire-rated wall assembly, the penetration of the MiTek FWH Fire Wall Hanger through the gypsum wallboard will not reduce the fire resistive rating of the 2 hour fire resistive assembly.

2 Hour Fire-Rating

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FWHBP Fire Wall Hangers for Beams and Purlins

MiTek has expanded the FWH Fire Wall Hanger series to include the higher load carrying capacity FWHBP, the Fire Wall Hanger for Beams and Purlins. The FWHBP transfers the load into the supporting wall thru bearing on the top plates and directly attaching to the stud pack or post below. As with the FWH hanger, the advanced design allows you to install the hangers before the gypsum wallboard (drywall) is attached, allowing your project to be completely framed-up and weather-tight before the gypsum wallboard sheathing shows up on site.

Materials: 12 gaugeFinish: Primer

Installation:• Install the face of hanger flanges tight to stud wall framing.• The end of the truss/joist should measure 1-5/8"

from the face of the supporting wall. • The truss/joist should bear fully on the FWH

seat with a gap no greater than 1/8" between the end of the supported member and the hanger.

• Gypsum Wallboard Installation - Use the FWH-T template to slot cut the gypsum wallboard. See FWH-T Template Sequence. Slide the gypsum wallboard into position and fasten to the framing members meeting the minimum requirements specified by code.

FWHBP Hanger FHWBP Stud Pack Width

Hangers

Header Joist

W1 W23 H L Lbs kN Lbs kN Lbs kN Lbs kN 3-1/2 x 11-7/8 FWHBP35118 11-7/8 3-1/2 x 14 FWHBP3514 13-15/16 3-1/2 x 16 FWHBP3516 15-15/16 3-1/2 x 18 FWHBP3518 17-15/16 3-1/2 x 20 FWHBP3520 19-15/16 3-1/2 x 22 FWHBP3522 21-15/16 3-1/2 x 24 FWHBP3524 23-15/16 5-1/4 x 11-7/8 FWHBP52118 11-7/8 5-1/4 x 14 FWHBP5214 13-15/16 5-1/4 x 16 FWHBP5216 15-15/16 5-1/4 x 18 FWHBP5218 17-15/16 5-1/4 x 20 FWHBP5220 19-15/16 5-1/4 x 22 FWHBP5222 21-15/16 5-1/4 x 24 FWHBP5224 23-15/16 7 x 11-7/8 FWHBP71118 11-7/8 7 x 14 FWHBP7114 13-15/16 7 x 16 FWHBP7116 15-15/16 7 x 18 FWHBP7118 17-15/16 7 x 20 FWHBP7120 19-15/16 7 x 22 FWHBP7122 21-15/16 7 x 24 FWHBP7124 23-15/16

1) Factored download resistance is for a 2-Ply Top Plate with stud pack (or post) below without wall and floor sheathing attached. 2) Factored uplift resistances have been increased 15% for short-term loads such as wind and earthquake; reduce for other load durations in accordance with the code. 3) "Specify" denotes required stud pack/post width must be specified when ordering. Minimum 3". 4) NAILS: 10d nails are 0.148" dia. x 3" long. New products or updated product information are designated in blue font.

4905 21.82

4905 21.82

SPF Factored Resistance

Download (100%)

2-Ply 2x Wall Top Plate1

Uplift

115%2

4905 21.8230.49

30.49

30.496855

6855

6855

24.878330 37.05 5590

37.05 5590

37.05 5590

18

18

Download (100%)

2-Ply 2x Wall Top Plate1

Uplift

115%2

24.87

24.87

10d

8330

8330

Dimensions (in)

JoistSize (in)

--

--

Ref.No.

MiTekStock No.

SteelGauge

12

12 7-1/8 Specify

10d12

189-11/16 10d

6

--

6 4 16

4 16

6 4 16

Specify

5-3/8 Specify

3-9/16 7-1/8

7-15/16


QtyTopQty

FaceQty

StudQty

Fastener Schedule4

Type


FWH-T Template Installation SequenceEdge prong

L

2-5/8"

H

2"W1

2x Stud wall framing

Supported beam

FWHBP hanger

Stud pack or post

2-Layers 5/8"

gypsum wallboard

2x Stud wall framingSupported

beamFWHBP hanger

Stud pack or post

(Min. 2-ply 2x or 3")

2-Layers 5/8"

gypsum wallboard

W2



Corner prong

FWH-T template (must be ordered separately)

Typical FWHBP attachment to top plate/beam and stud pack/post

130

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JH Multi-Purpose Joist Hanger

These strap-style hangers are designed to support trusses, joists, or purlins. JH models may be bent along the flange allowing builders to use the hangers in top mount, face mount, or combination applications.


Installation:• Use all specified fasteners. See Product Notes, page 19.• Joist nails must be driven at a 30° to 45° angle through the joist


• If installing in top mount configuration, field bend top flange over header.

• 16d sinkers (0.148" dia x 3-1/4") may be used where 10d common are specified with no load reduction.

Header

W H D B TF Size Type Qty Type UnitLbs 4750 2415 3730 1900kN 21.13 10.74 16.59 8.45Lbs 4750 2415 3730 1900kN 21.13 10.74 16.59 8.45Lbs 4750 2415 3730 1900kN 21.13 10.74 16.59 8.45Lbs 4750 2415 3730 1900kN 21.13 10.74 16.59 8.45

1) Factored uplift resistances have been increased 15% for short-term loads such as wind and earthquake; no further increase allowed. 2) Nails must be driven at a 30° to 45˚ angle through the joist or truss into header to achieve the table loads. 3) NAILS: 10d nails are 0.148" dia. x 3" long. 16d sinkers (0.148" dia. x 3-1/4" long) may be used where 10d commons are specified with no reduction in load. New products or updated product information are designated in blue font.

Download100%

Uplift1

115%


1-9/16

-- 2 x 12

6

12 10d 6

6

2 x 10 2


JoistHeader

Download100%

Uplift1

115%

Dimensions (in) DFFactored Resistance

8 10d2 x 8

2 4 10d

TopQty

FaceQty

10d10-1/16 2-1/4 5-1/8

-- 14 10d 6 10d

10d

1-3/16

1-7/16

7/16

2 x 6 10d

2 JH20 -- 18

MiTekStock No. Ga.

Ref. No.

A field-adjustable seat gives the LS hanger application flexibility.

The LS hanger slopes from 0° to 30° down (0 to 7:12 pitch down).


Installation:• Use all specified fasteners. See Product Notes, page 19.• The LS can be field adjusted to slopes from 0° to 30° down.

LS Light Slope Rafter Hangers

Ref. No. W H Qty Type Qty Type

LS268 -- 18 1-9/16 5-1/2 7 16d 7 10d x 1-1/2 1860 1270 8.27 5.65 1460 1000 6.49 4.45 LS210 -- 18 1-9/16 7-7/8 9 16d 9 10d x 1-1/2 2245 1950 9.99 8.67 1760 1530 7.83 6.81

1) Factored resistances have been increased 15% for short-term loads such as wind and earthquake; no further increase allowed. 2) NAILS: 10d x 1-1/2 nails are 0.148" dia. x 1-1/2" long, 16d nails are 0.162" dia. x 3-1/2" long. New products or updated product information are designated in blue font.

Uplift1

115%Vertical100%

Vertical100%

Vertical100%

Uplift1

115%Uplift1

115%Uplift1

115%

Dimensions (in)

LbsHeader

MiTekStock No.

SteelGauge

Vertical100%

kNLbsJoist

Fastener Schedule2

kN


Typical LS268 installation LS268

W Slope down 0° to 30 °

3"

H

Hangers

Double shear nail design features

fewer nails and faster installation

Uses standard length nails

Typical JH20 installation

JH20

H

DW

B

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RR Ridge Rafter Hanger

The RR Ridge Rafter supports rafter pitches up to 7:12 (30°). Nesting top flange for back-to-back installation on 2x support beams.


Installation:• Use all specified fasteners. See Product Notes, page 19.• The rafter end at the ridge must be plumb cut to achieve

published loads.• Optional diamond nail holes can be used to fasten RR to

end of rafter before setting rafter into place.

Download Uplift Download UpliftRef. No. Qty Type Qty Type Unit 100% 115% 100% 115%

Lbs 590 380 465 300kN 2.67 1.80 1.89 1.29Lbs 705 345 500 245kN 3.14 1.53 2.22 1.09

1) Factored resistances have been increased 15% for short-term loads such as wind and earthquake; no further increase allowed. 2) NAILS: 10d x 1-1/2 nails are 0.148" dia. x 1-1/2" long, LL915 denotes a LumberLok Screw, #9 x 1-3/8" long. New products or updated product information are designated in blue font.

RR

MiTekStock No.

SteelGauge

Header Rafter

10d x 1-1/2

LL91518 2 x 6

MinRafterSize

Fastener Schedule2 DFFactored Resistance1


4 RR

4 4LL915

10d x 1-1/2 4

LSSH Slope/Skew Hangers

The LSSH series connects rafters to ridge beams in vaulted roof structures. This series is field adjustable to meet a variety of skew and/or slope applications. Slopes and skews 0° to 45°.

Materials: See chartFinish: G90 galvanizing; LSSH15-TZ – G-185 GalvanizingOptions: See Chart for Corrosion Finish OptionsCodes: Factored resistances are derived from data submitted to various North American building code evaluators.


Steps: 1. Position LSSH connector against plumb-cut end of joist. Fasten

joist side flanges on both sides with 10d (0.148") x 1-1/2" nails. Bend seat up to fit against joist bottom and drive (1) 10d (0.148") x 1-1/2" nail through bottom seat into rafter bottom. Drive (2) 10d (0.148") x 1-1/2" nails at downward angle through dimpled nailing guides.

2. Lean connector and rafter end against ridge beam at desired position. Install specified 10d (0.148" x 3") or 16d (0.162" x 3-1/2") nails through nail holes into ridge beam at right 90° angle. If skewing the rafter, only drive nails into ridge beam on inside flange.

3. Bend flange to desired angle. 4. Hammer outside flange until edge touches header. Fasten

outside flange to ridge by driving specified 10d (0.148" x 3") or 16d (0.162" x 3-1/2") nails through nail holes.

• Web stiffeners are required for all wood I-Joist installations.• Designer may consider adding a tension restraint for the supported

member for roof slopes exceeding 6/12. Refer to pages 95-96.

Uplift

RR1-9/16"

1" 4"

3-3/8"

Typical RRinstallation

Typical LSSH179installation

LSSH35

W2 W1 W2

2

Skew to 45° maximum

LSSH210

LSSH15-TZ = 5-1/16" All other sizes = 8-7/8"

W2W1

W2

3"

3"

Slope to 45° up or down


3 & 4

18-7/8"

Hangers


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Ref. No. W1 W2 H Qty Type Qty Type 100% 115% 100% 115% 100% 115% 100% 115%

1-1/2 LSSH15-TZ LSU26, LSU26Z, LSSU28, LSSU28Z

18 1-9/16 1-3/4 5-1/16 610dHDG

710d x 1-1/2

HDG1590 1175 7.07 5.23 1250 925 5.56 4.11

1-1/2 LSSH210 LSSU210 18 1-9/16 1-3/4 8-13/16 10 10d 7 10d x 1-1/2 2685 1695 11.94 7.54 2110 1330 9.39 5.92 1-3/4 LSSH179 LSSUI25 18 1-13/16 1-5/8 8-13/16 10 10d 7 10d x 1-1/2 2685 1695 11.94 7.54 2110 1330 9.39 5.92

2 - 2-1/8 LSSH20 LSSUI2.06, LSSU2.1

18 2-1/8 2-1/2 8-13/16 10 10d 7 10d x 1-1/2 2535 1555 11.28 6.92 1990 1220 8.85 5.43

2-1/2 LSSH25 LSSUH310 16 2-9/16 2-3/4 8-13/16 18 16d 12 10d x 1-1/2 4125 1895 18.35 8.43 3240 1490 14.41 6.63 2-5/8 LSSH26 -- 16 2-11/16 2-5/8 8-13/16 18 16d 12 10d x 1-1/2 4125 1895 18.35 8.43 3240 1490 14.41 6.63 3 LSSH31 LSSU210-2 16 3-1/8 3-3/4 8-13/16 18 16d 12 10d x 1-1/2 5065 2515 22.53 11.19 3980 1975 17.70 8.79 3-1/2 LSSH35 LSSU410 16 3-9/16 3-1/2 8-13/16 18 16d 12 10d x 1-1/2 5065 2515 22.53 11.19 3980 1975 17.70 8.79


18 1-9/16 1-3/4 5-1/16 610dHDG

710d x 1-1/2

HDG1295 1175 5.76 5.23 1015 925 4.51 4.11


2 - 2-1/8 LSSH20 LSSUI2.06, LSSU2.1

18 2-1/8 2-1/2 8-13/16 10 10d 7 10d x 1-1/2 2535 1555 11.28 6.92 1990 1220 8.85 5.43


1) Factored resistances have been increased 15% for short-term loads such as wind and earthquake; no further increase allowed. 2) NAILS: 10d x 1-1/2 nails are 0.148" dia. x 1-1/2" long, 10d nails are 0.148" dia. x 3" long, 16d nails are 0.162" dia. x 3-1/2" long. New products or updated product information are designated in blue font.

8.85 5.431555 11.28 6.92 1990 1220

1990 1220 8.85 5.43

2-1/4 - 2-5/16

LSSH23 LSSUI35 18 2-5/16 2-3/8 8-13/16 10 10d 7 10d x 1-1/2 2535

10d x 1-1/2 2535 1555 11.28 6.922-3/8 8-13/16 10 10d 7 2-1/4 - 2-5/16

LSSH23 LSSUI35 18 2-5/16

Corr

osio

nFi

nish

SLOPED ONLY HANGERS

SKEWED HANGERS or SLOPED & SKEWED HANGERS

MiTekStock No.

SteelGauge

Dimensions (in)

Lbs Lbs

Fastener Schedule2

Rafter Width (in)

Header Rafter kN kN


SKH26Rright skew

SKH26L left skew

SKH – Standard 45° skew hanger allows for a 40° to 50° skew range, without hanger modification.

SKHH – For heavier applications.

Materials: 14 or 16 gaugeFinish: G90 galvanizingOptions: See chart for Corrosion Finish OptionsCodes: Load values are derived from data submitted to various North American building code evaluators.

Installation:• Use all specified fasteners. See Product Notes, page 19.• The hangers listed are for standard sizes and will accommodate a

40° to 50° skew range. • Most sizes do not require a bevel cut for installation. Refer to chart

footnote identified with an asterisk.• Illustrations show left and right skews. (SKH_L = skewed left;

SKH_R = skewed right)• For I-Joist installations, web stiffeners are required.• Refer to illustration for staggered I-Joist application for double 2", 2-5/16",

and 2-1/2" models.• For double I-Joist installations, web stiffeners between I-Joists are required.

SKH / SKHH Skewed 45° Hangers




Hangers


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Ref. No. W H D Qty Type Qty Type 100% 115% 100% 115% 100% 115% 100% 115% 2 x 4 SKH24L/R SUR/L24 16 1-9/16 3-1/4 1-7/8 4 16d 4 10d x 1-1/2 805 1030 3.58 4.58 635 810 2.82 3.60

SKH26L/R SUR/L26 16 1-9/16 5-1/4 1-7/8 6 16d 6 10d x 1-1/2 1415 2480 6.29 11.03 1110 1945 4.94 8.65 SKHH26L/R -- 16 1-5/8 5-1/8 3-1/4 18 16d 12 10d x 1-1/2 3040 1615 13.52 7.18 2495 1285 11.10 5.72 SKH28L/R -- 16 1-9/16 7-1/4 1-7/8 10 16d 8 10d x 1-1/2 2325 2480 10.34 11.03 1825 1945 8.12 8.65 SKHH28L/R -- 16 1-5/8 7 3-1/4 26 16d 16 10d x 1-1/2 4280 2225 19.04 9.90 3365 1745 14.97 7.76

SKH210L/R SUR/L210, SUR/L214

16 1-9/16 9-1/4 1-7/8 14 16d 10 10d x 1-1/2 2845 2855 12.66 12.70 2230 2240 9.92 9.96

SKHH210L/R -- 16 1-5/8 9 4-1/4 34 16d 20 10d x 1-1/2 4505 2780 20.04 12.37 3655 2180 16.26 9.70 1-3/4 x 9-1/4 - 14

SKH1720L/R SUR/L1.81/9 16 1-13/16 9-1/8 1-7/8 14 10d 10 10d x 1-1/2 3440 2855 15.30 12.70 2700 2240 12.01 9.96

1-3/4 x 11-1/4 - 18

SKH1724L/R SUR/L1.81/11, SUR/L1.81/14 16 1-13/16 11-1/8 1-7/8 16 10d 10 10d x 1-1/2 4640 2855 20.64 12.70 3645 2240 16.21 9.96

2 - 2-1/8 x 9-1/4 - 14

SKH2020L/R SUR/L2.06/9, SUR/L2.1/9 16 2-1/8 9 1-7/8 14 10d 10 10d x 1-1/2 3440 2855 15.30 12.70 2700 2240 12.01 9.96

2 - 2-1/8 x 11-1/4 - 18

SKH2024L/R SUR/L2.06/11, SUR/L2.1/11 16 2-1/8 11 1-7/8 16 10d 10 10d x 1-1/2 4640 2855 20.64 12.70 3645 2240 16.21 9.96

2-1/4 - 2-5/16 x 9-1/4 - 14

SKH2320L/R SUR/L2.37/9 16 2-3/8 8-7/8 1-7/8 14 10d 10 10d x 1-1/2 3440 2855 15.30 12.70 2700 2240 12.01 9.96

2-1/4 - 2-5/16 x 11-1/4 - 18


3 x 6-8 SKH36L/R -- 16 2-9/16 4-3/4 1-3/8 6 16d 6 10d x 1-1/2 1590 2855 7.07 12.70 1250 2240 5.56 9.96 3 x 8-12 SKH38L/R -- 16 2-9/16 6-3/4 1-3/8 10 16d 8 10d x 1-1/2 2515 2855 11.19 12.70 1970 2240 8.76 9.96 3 x 10-14 SKH310L/R -- 16 2-9/16 8-3/4 1-3/8 14 16d 10 10d x 1-1/2 3465 2855 15.41 12.70 2720 2240 12.10 9.96 3 x 12 - 14 - 16 SKH312L/R -- 16 2-9/16 10-3/4 1-3/8 16 16d 10 10d x 1-1/2 3890 2855 17.30 12.70 3055 2240 13.59 9.96 2-1/2 x 9-1/4 - 14

SKH2520L/R SUR/L2.56/9 16 2-9/16 8-5/8 1-7/8 14 10d 10 10d x 1-1/2 3440 2855 15.30 12.70 2700 2240 12.01 9.96

2-1/2 x 11-1/4 - 16


2-5/8 x 9-1/4 - 14

SKH2620L/R -- 16 2-11/16 8-11/16 1-7/8 14 10d 10 10d x 1-1/2 3440 2855 15.30 12.70 2700 2240 12.01 9.96

2-5/8 x 11-1/4 - 16

SKH2624L/R -- 16 2-11/16 10-11/16 1-7/8 16 10d 10 10d x 1-1/2 4640 2855 20.64 12.70 3645 2240 16.21 9.96

SKH26L/R-2 * SUR/L26-2 16 3-1/16 4-1/2 1-3/8 6 16d 6 10d 1760 2480 7.83 11.03 1380 1945 6.14 8.65 SKHH26L/R-2 HSUR/L26-2 14 3-1/16 5-1/4 2 12 16d 4 16d x 2-1/2 2895 1615 12.88 7.18 2270 1285 10.10 5.72 SKHH26L/R-2IF HSUR/LC26-2 14 3-1/16 5-1/4 2 12 16d 4 16d x 2-1/2 2895 1615 12.88 7.18 2270 1285 10.10 5.72

(2) 2 x 8-12 SKH28L/R-2 * -- 16 3-1/16 6-1/2 1-3/8 10 16d 8 10d 3900 2480 17.35 11.03 3060 1945 13.61 8.65

1) Factored resistances have been increased 15% for short-term loads such as wind and earthquake; no further increase allowed. 2) NAILS: 10d x 1-1/2 nails are 0.148" dia. x 1-1/2" long, 10d nails are 0.148" dia. x 3" long, 16d nails are 0.162" dia. x 3-1/2" long, 16d x 2-1/2 nails are 1.162" dia. x 2-1/2" long. * Bevel cut required on end of joist to achieve design loads. New products or updated product information are designated in blue font.

Corr

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Gauge


Header Joist


kNkN LbsLbs

MiTekStock No.

2 x 6-8

2 x 8-12

2 x 10-14

(2) 2 x 6-8

Beam /Joist Size

Typical SKH26Linstallationleft skew




SKH210LSKH210R

W W

H

DD

H

Left skew


Right skew

Hangers


134

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Copyright © 2018 M



Ref. No. W H D Qty Type Qty Type 100% 115% 100% 115% 100% 115% 100% 115% SKH210L/R-2 * SUR/L210-2 16 3-1/16 8-1/2 1-3/8 14 16d 10 10d 4960 2855 22.06 12.70 3895 2240 17.33 9.96

SKHH210L/R-2 HSUR/L210-2, HSUR/L214-2

14 3-1/16 8-1/2 2 20 16d 6 16d x 2-1/2 5350 3800 23.80 16.90 4200 2985 18.68 13.28

SKHH210L/R-2IF HSUR/LC210-2 14 3-1/16 8-1/2 2 20 16d 6 16d x 2-1/2 5350 3800 23.80 16.90 4200 2985 18.68 13.28 (2) 2 x 12-16 SKH212L/R-2 * SUR/L214-2 16 3-1/16 10-1/2 1-3/8 16 16d 10 10d 4825 2855 21.46 12.70 3790 2240 16.86 9.96 3-1/2 x 8-14 SKH410L/R * SUR/L410 14 3-9/16 8-1/2 2-1/2 16 16d 10 16d 4130 2855 18.37 12.70 3240 2240 14.41 9.96 3-1/2 x 12-18 SKH414L/R * SUR/L414 14 3-9/16 12-1/2 2-1/2 22 16d 10 16d 8720 2855 38.79 12.70 6845 2240 30.45 9.96

SKH46L/R * SUR/L46 14 3-9/16 4-3/4 2-1/2 10 16d 6 16d 2520 2480 11.21 11.03 1980 1945 8.81 8.65 SKHH46L/R HSUR/L46 14 3-9/16 5-1/4 2-1/2 12 16d 6 16d 2895 1615 12.88 7.18 2270 1285 10.10 5.72 SKHH46L/RIF HSUR/LC46 14 3-9/16 5-1/4 2-1/2 12 16d 6 16d 2895 1615 12.88 7.18 2270 1285 10.10 5.72 SKH410L/R * SUR/L410 14 3-9/16 8-1/2 2-1/2 16 16d 10 16d 4130 2855 18.37 12.70 3240 2240 14.41 9.96 SKHH410L/R HSUR/L410 14 3-9/16 8-1/2 2-1/2 20 16d 10 16d 5350 3800 23.80 16.90 4200 2985 18.68 13.28 SKHH410L/RIF HSUR/LC410 14 3-9/16 8-1/2 2-1/2 20 16d 10 16d 5350 3800 23.80 16.90 4200 2985 18.68 13.28 SKH414L/R * SUR/L414 14 3-9/16 12-1/2 2-1/2 22 16d 10 16d 8720 2855 38.79 12.70 6845 2240 30.45 9.96 SKHH414L/R HSUR/L414 14 3-9/16 12-1/2 2-1/2 26 16d 10 16d 7380 3800 32.83 16.90 5790 2985 25.76 13.28 SKHH414L/RIF HSUR/LC414 14 3-9/16 12-1/2 2-1/2 26 16d 10 16d 7380 3800 32.83 16.90 5790 2985 25.76 13.28

(2) 2 - 2-1/8 x 9-1/4 - 14

SKH2020L/R-2 * HSUR/L4.12/9, HSUR/L4.28/9 14 4-3/16 9-1/4 3-1/2 14 10d 10 10d 5320 3490 23.66 15.52 4175 2740 18.57 12.19

(2) 2 - 2-1/8 x 11-1/4 - 18

SKH2024L/R-2 *

HSUR/L4.12/11, HSUR/L4.12/14, HSUR/L4.12/16, HSUR/L4.28/11

14 4-3/16 11-1/4 3-1/2 16 10d 10 10d 4950 3485 22.02 15.50 3885 2735 17.28 12.17

(2) 2-5/16 x 9-1/4 - 14

SKH2320L/R-2 * HSUR/L4.75/9 14 4-7/8 9-1/4 3-1/2 14 10d 10 10d 5320 3490 23.66 15.52 4175 2740 18.57 12.19

(2) 2-5/16 x 11-1/4 - 18

SKH2324L/R-2 * HSUR/L4.75/11, HSUR/L4.75/14, HSUR/L4.75/16

14 4-7/8 11-1/4 3-1/2 16 10d 10 10d 4950 3485 22.02 15.50 3885 2735 17.28 12.17

(2) 2-1/2 x 9-1/4 - 14

SKH2520L/R-2 * HSUR/L5.12/9 14 5-1/8 9-1/4 3-1/2 14 10d 10 10d 5320 3490 23.66 15.52 4175 2740 18.57 12.19

(2) 2-1/2 x 11-1/4 - 16

SKH2524L/R-2 * HSUR/L5.12/11, HSUR/L5.12/14, HSUR/L5.12/16

14 5-1/8 11-1/4 3-1/2 16 10d 10 10d 4950 3485 22.02 15.50 3885 2735 17.28 12.17

1) Factored resistances have been increased 15% for short-term loads such as wind and earthquake; no further increase allowed. 2) NAILS: 10d nails are 0.148" dia. x 3" long, 16d nails are 0.162" dia. x 3-1/2" long, 16d x 2-1/2 nails 0.162" dia. x 2-1/2" long. * Bevel cut required on end of joist to achieve design loads. New products or updated product information are designated in blue font.

4 x 6-8

4 x 10-14

4 x 14-18

(2) 2 x 10-14


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Header

Beam /Joist Size

MiTekStock No.

SteelGauge


Joist Lbs kN Lbs kN





Typical SKH2520R-2staggered I-Joist installation

right skew

SKHH210L

SKH2520R-2 SKHH210L-2 SKHH46LIF

W

H

Hangers

D

H

W

D

H

W

DD

H

W

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JPF Purlin Hangers


Installation:• Use all specified fasteners. See Product Notes, page 19.• Diamond holes allow optional header nailing.• Joist nails must be driven at a 30° to 45° angle through the purlin

into the header to achieve listed loads. Slant / double shear nails must be used to achieve listed load values.

• 16d sinkers (0.148" dia. x 3-1/4") may be used where 10d commons are specified with no load reduction.

Ref. No. W H TF Type Qty Type UnitLbs 1755 675 1380 530kN 7.81 3.00 6.14 2.36Lbs 1995 890 1565 695kN 8.87 3.96 6.96 3.09Lbs 1755 675 1380 530kN 7.81 3.00 6.14 2.36Lbs 1995 890 1565 695kN 8.87 3.96 6.96 3.09

1) Factored resistances have been increased 15% for short-term loads such as wind and earthquake; reduce for other load durations in accordance with the code. 2) JPF cannot be used back to back on a single ply header when optional nailing is used. 3) NAILS: 10d nails are 0.148" dia. x 3" long. New products or updated product information are designated in blue font.

Corr

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Min

Max

2 2 10d

2 2 10d

Vertical100%

Vertical100%

Uplift1

115%Uplift1

115%

2

Dimensions (in)Header2 Joist

2 -- 10d 2 10d

TopQty

FaceQty

Fastener Schedule3

Min/Max

Min

Max

10d20

1-9/16 1-1/163-3/8

1-9/16 5-3/8 1-1/16

202 10d

-- 10d 2 10d

PurlinSize

MiTekStock No.

SteelGauge

2

2 x 6

JPF24

JPF26

PF24

PF26

2 x 4


faster installation





JPF24

Typical JPF24installation

Typical JPF24back-to-back installation

TF

H

W1-1/2"

Raised dimple allows 30° to 45° nailing

Hangers

136

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Copyright © 2018 M


JDS Purlin Hangers

Top Face

Ref. No. W H TF Qty Qty Type Qty Type UnitLbs 655 285 655 285kN 2.91 1.27 2.91 1.27Lbs 960 655 760 535kN 4.27 2.91 3.38 2.38Lbs 1310 570 1310 570kN 5.83 2.54 5.83 2.54Lbs 1925 1305 1520 1070kN 8.56 5.80 6.76 4.76Lbs 785 580 785 580kN 3.49 2.58 3.49 2.58Lbs 1455 780 1325 710kN 6.47 3.47 5.89 3.16Lbs 1805 1330 1750 1290kN 8.03 5.92 7.78 5.74Lbs 3335 1785 2645 1415kN 14.83 7.94 11.77 6.29Lbs 1570 1160 1570 1160kN 6.98 5.16 6.98 5.16Lbs 2910 1555 2645 1415kN 12.94 6.92 11.77 6.29

1) Factored uplift resistances have been increased 15% for short-term loads such as wind and earthquake; no further increase allowed. 2) NAILS: 10d x 1-1/2 nails are 0.148" dia. x 1-1/2" long, 10d nails are 0.148" dia. x 3" long. New products or updated product information are designated in blue font.



Vertical100%

Uplift1

115%Vertical100%

Uplift1

115%

PFD26B 18 1-9/164 -- 10d x 1-1/2

10d x 1-1/2 4 10d x 1-1/2

10d x 1-1/2 10d4

5-1/2 1-9/16

10d x 1-1/2

2 -- 10d x 1-1/2

2 x 6 saddle

4 --

2 4 10d x 1-1/2 4 10d x 1-1/2

4 10d

Min

Max

Min

Max JDS26-175

JDS26

-- 182 4

1-9/16 5-7/16 1-3/4

10d

2 4 10d x 1-1/2 2 10d x 1-1/2

4 -- 10d x 1-1/2 2 10d

1 2 10d x 1-1/2 41-9/16 5-1/2

1-9/16 3-1/2

3/4

1-9/16

4

Min

Max

Min

Max

Each Purlin

1 2 10d x 1-1/2 2 10d x 1-1/2

Min/Max

Min18

Dimensions (in)Header

Fastener Schedule2

Max 10d1-9/16 3-1/2 3/4

2 -- 10d x 1-1/2 2

Purlin Size

2 x 4 single

2 x 6single

JDS24S

JDS24

JDS26S

MiTekStock No.

SteelGauge

18

182 x 4

saddle

PF24B

PFD24B

PF26B



See Product Notes, page 19.• Joist nails must be driven at a 30° to 45° angle

through the purlin into the header to achieve listed loads. Slant / double shear nails must be used to achieve listed load values.

Hangers

JDS24S

JDS26-175installation

Typical JDS24Sinstallation

JDS26-175

Typical JDS26installation

Raised dimpleallows 30˚ to 45˚

nailing

1-3/4" Header

JDS26 (JDS24 similar)

Starburst prong for temporary attachment

to truss

Raised dimpleallows 30˚ to 45˚

nailing

H

W

TF


faster installation


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TUS – For a single ply purlin.

DTUS – For a single ply purlin with a 2-ply saddle dimension.



Notes, page 19.• Attaches with standard 1-1/2" joist hanger

nails that can be installed with a positive placement nail gun or be hand driven.

• Other 1-1/2" fasteners with a shear value equal or greater than a 10d nail may be used.

TUS / DTUS Undersaddle Hangers

Download Uplift1 F21 Download Uplift1 F21

W H Face Bottom Type Face Bottom Type Unit 100% 115% 115% 100% 115% 115%Lbs 980 955 385 770 750 275kN 4.36 4.25 1.71 3.43 3.34 1.22Lbs 980 955 385 770 750 275kN 4.36 4.25 1.71 3.43 3.34 1.22Lbs 980 955 385 770 750 275kN 4.36 4.25 1.71 3.43 3.34 1.22Lbs 980 955 1120 770 750 795kN 4.36 4.25 4.98 3.43 3.34 3.54Lbs 980 955 1120 770 750 795kN 4.36 4.25 4.98 3.43 3.34 3.54Lbs 980 955 1120 770 750 795kN 4.36 4.25 4.98 3.43 3.34 3.54Lbs 980 955 1120 770 750 795kN 4.36 4.25 4.98 3.43 3.34 3.54Lbs 980 955 1120 770 750 795kN 4.36 4.25 4.98 3.43 3.34 3.54Lbs 980 955 1120 770 750 795kN 4.36 4.25 4.98 3.43 3.34 3.54

1) Factored uplift resistances have been increased 15% for short-term loads such as wind and earthquake; no further increase allowed. 2) NAILS: 8d x 1-1/2 nails are 0.131" dia. x 1-1/2" long, 10d x 1-1/2 nails are 0.148" dia. x 1-1/2" long, LL915 denotes a LumberLok Screw, #9 x 1-3/8" long. New products or updated product information are designated in blue font.

LL915

8d x 1-1/2

10d x 1-1/2

LL915

2 x 4 - 6saddle

2 x 4 - 6saddle

TUS24

DTUS24

--

--

20 1-9/16

20 1-9/16

8d x 1-1/2

10d x 1-1/2

LL915

8d x 1-1/2

10d x 1-1/2



10d x 1-1/2

3

4 1

4 1

4 1

8d x 1-1/2

10d x 1-1/2

LL915

3

4 1

4 1

8d x 1-1/2 8d x 1-1/2

Fastener Schedule2

Joist

Qty

LL915 LL915

Joist Size

MiTekStock

No. Ga.

10d x 1-1/2

Header

Qty

32 x 4 - 6single

--

Dimensions(in)

4 1 TUS24S 20 1-9/16

Ref.No.

DTUS24TUS24TUS24S

H

WW

3-1/4"

H

H

WW

Hangers

Typical DTUS24installation

BottomView

Typical TUS24installation

Uplift

F2

F2F2

F2

138

Hang

ers

Copyright © 2018 M


Typical WT22B-HDG installation

WT22B-HDG

WT Wall Ties

Materials: 22 gaugeFinish: G90 galvanizing; WT22B-HDG – Hot-dip galvanizedOptions: See chart for Corrosion Finish options

Installation:• Use nails appropriate for intended use. See Product Notes,

page 19.• The opposite end must be bonded in the mortar joint

of brick facade.• Check local codes for spacing requirements.• Meets prescriptive requirements of CSA A370 for

corrugated strip ties.

Ref. No. Qty Type WT17HD -- 22 2 10d

WT221 BTB 22 2 10d WT22B-HDG -- 22 1 #10 HDG wood screw

1) WT22 is bulk packed in 500 pieces. 2) NAILS: 10d nails are 0.148" dia. x 3" long.

MiTekStock No.

SteelGauge

Fastener Schedule2

Corr

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FHD Panel Hangers

The FHD26 hanger straddles the header and receives a joist from both sides.


Installation:• Use all specified fasteners. See Product Notes, page 19.• In panelized construction, installers are allowed to nail through

both the sheathing and the hanger top flange with (1) 10d nail. The nail should be centered in the top flange and be no closer than 1/4" from the back or front edge of the top flange.

Top Face

Ref. No. W H D Qty Qty Type Qty Type UnitLbs 1575 335 1235 260kN 7.01 1.49 5.49 1.16

1) Loads listed are per side. 2) Factored resistances have been increased 15% for short-term loads such as wind and earthquake; reduce for other load durations in accordance with the code. 3) NAILS: 10d x 1-1/2 nails are 0.148" dia. x 1-1/2" long, 16d nails are 0.162" dia. x 3-1/2" long. 10d x 1-1/2 nails may be substituted for 16d header nails with a maximum load of 960 lbs. New products or updated product information are designated in blue font.

Joist Size

MiTekStock No.

SteelGauge

10d x 1-1/222 x 6 FHD26 PFDS26 18 1-9/16 5-3/8 1-1/2 2 2 16d

Header

Dimensions (in)

Vertical100%

DF


S-P-F


Vertical100%

Uplift

115%2

Joist

Fastener Schedule3

Uplift

115%2

Typical WT17HD/WT22 installation

WT17HD/WT22

Hangers

1" space between brick and sheathing

Typical FHD26 installation

FHD26

W

7/8"

5/8"

3-1/8"3-3/4"

H

D

6-3/4"

7/8"

3-1/8"

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UMH Universal Masonry Hangers

A versatile solution for hanging beams from masonry walls. Face mount design allows hanger to be used with beam heights from 16" to 24". Available in a variety of widths for solid sawn, glulam, or engineered lumber beams.

Materials: 1/4" steelFinish: PrimerCodes: Load values are derived from data submitted to various North American building code evaluators.

Installation:• Use all specified fasteners. See Product Notes, page 19.• Fully grouted and reinforced concrete block or cast-in-

place concrete with a minimum of (1) #5 rebar continuous to footing with standard hook at bolt locations.

• Minimum joist width is 3-1/2".

Ref. No. Qty Qty Type UnitLbs 6610 4390 9455 7770 6610 4390 7445 6785kN 29.40 19.53 42.06 34.56 29.40 19.53 33.12 30.18Lbs 6610 4390 9455 7770 6610 4390 7445 6785kN 29.40 19.53 42.06 34.56 29.40 19.53 33.12 30.18Lbs 6610 4390 9455 7770 6610 4390 7445 6785kN 29.40 19.53 42.06 34.56 29.40 19.53 33.12 30.18Lbs 6610 4390 9455 7770 6610 4390 7445 6785kN 29.40 19.53 42.06 34.56 29.40 19.53 33.12 30.18Lbs 6610 4390 9455 7770 6610 4390 7445 6785kN 29.40 19.53 42.06 34.56 29.40 19.53 33.12 30.18

1) Factored resistances have been increased 15% for short-term loads such as wind and earthquake; no further increase allowed. 2) Fasten UMH hanger to concrete structure with (2) 3/4" dia. DeWalt Screw-Bolt+ screw anchors or equal with 5" minimum embedment. Screw anchors shall be installed in masonry with grouted cells in accordance with manufacturer's installation specifications. 3) NAILS: 16d nails are 0.162" dia. x 3-1/2" long. New products or updated product information are designated in blue font.

3/4"

3/4"

16 16d

16 16d

16 16d

16 16d

3/4"

3/4"

5-5/8

7-1/8

2

2

2

2

4-5/8

5-3/8

UMH458

UMH538

UMH558

UMH718

3

3

3

3

MBHU5.50/16KT, MBHU5.50/18KT

--

--

--


MiTekStock No.

SteelGauge

W(in)

Fastener Schedule

Header2 Joist3


Masonry2,500 psi

Cast-in-PlaceConcrete 3,000 psi

Masonry2,500 psi

Uplift1

115%Vertical100%

Vertical100%

Vertical100%

Vertical100%

Cast-in-PlaceConcrete 3,000 psi

ScrewAnchor

UMH358 3 3-5/8 2 3/4" 16 16d MBHU3.56/16KT, MBHU3.56/18KT

Uplift1

115%Uplift1

115%Uplift1

115%

Hangers

Typical UMHinstallation

UMH

15-1/2"

5"W

3-1/2" min joist width

5-1/4" min edge distance

2-3/4" screw anchors

(see footnote 2)

Bond beam with (1) #5 rebar continuous

140

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Copyright © 2018 M


LGUM / HGUM Masonry Girder Hangers

Hangers

LGUM and HGUM Masonry Girder Hangers are high-capacity beam/girder hangers designed for installation to masonry or concrete walls. The LGUM and HGUM hangers use WS screws (supplied) to attach the beam to hanger and screw anchors (supplied) to attach to the masonry or concrete wall. These hangers eliminate the need for constructing beam pockets.

Materials: LGUM - 12 gauge; HGUM - 7 gaugeFinish: G90 galvanizingOptions: See Specialty Options chart on page 141.

Installation:• WS3 structural screws and screw anchors are supplied with hangers.

Substituting other fasteners may reduce capacity.• Beams comprised of multiple plies must be adequately fastened

to act as a single member.• Beam height dimension (H) must be specified when ordering

HGUM hangers.• Moisture barrier between beam and wall may be required by

local jurisdiction.

Typical LGUM installation

LGUM

Typical HGUM installation

Min. 4" distance to top of wall (13" min for max uplift)

HGUM W

4-3/4"

5"

1"

Specify (Min=11-1/4")

W

4"

3/4"

2-3/8"

H

Ref. No. W H3 D Qty Qty Unit

Lbs 10840 3485 3485 8745 2810 2810

kN 48.22 15.50 15.50 38.90 12.50 12.50

Lbs 13120 4540 4540 10580 3660 3660

kN 58.36 20.19 20.19 47.06 16.28 16.28

Lbs 16225 5490 5490 13085 4425 4425

kN 72.17 24.42 24.42 58.20 19.68 19.68

Lbs 10840 3485 3485 8745 2810 2810

kN 48.22 15.50 15.50 38.90 12.50 12.50

Lbs 13120 4540 4540 10580 3660 3660

kN 58.36 20.19 20.19 47.06 16.28 16.28

Lbs 16225 5490 5490 13085 4425 4425

kN 72.17 24.42 24.42 58.20 19.68 19.68

1) Factored resistances have been increased 15% for short-term loads such as wind and earthquake; no further increase allowed. 2) Masonry compressive strength shall be minimum 1,500 psi. 3) Minimum concrete strength f'c = 2,000 psi. 4) "Specify" denotes the required supported beam height that must be specified at the time of ordering. 5) Use DeWalt Screw-Bolt+ (included); or equal, installed in accordance with manufacturer's specification. 6) WS3 Wood Screws are 1/4" x 3" long and are included with hangers. New products or updated product information are designated in blue font.

.


Lbs 10840 3485 3485 8745 2810 2810

kN 48.22 15.50 15.50 38.90 12.50 12.50

Lbs 13120 4540 4540 10580 3660 3660

kN 58.36 20.19 20.19 47.06 16.28 16.28

Lbs 16225 5490 5490 13085 4425 4425

kN 72.17 24.42 24.42 58.20 19.68 19.68

Lbs 10840 3485 3485 8745 2810 2810

kN 48.22 15.50 15.50 38.90 12.50 12.50

Lbs 13120 4540 4540 10580 3660 3660

kN 58.36 20.19 20.19 47.06 16.28 16.28

Lbs 16225 5490 5490 13085 4425 4425

kN 72.17 24.42 24.42 58.20 19.68 19.68

Lbs 26165 7010 15890 20780 5570 12620

kN 116.39 31.18 70.68 92.43 24.78 56.14

Lbs 26165 7010 15890 20780 5570 12620

kN 116.39 31.18 70.68 92.43 24.78 56.14

Lbs 26165 7010 15890 20780 5570 12620

kN 116.39 31.18 70.68 92.43 24.78 56.14

Lbs 26165 7010 15890 20780 5570 12620

kN 116.39 31.18 70.68 92.43 24.78 56.14

Lbs 26165 7010 15890 20780 5570 12620

kN 116.39 31.18 70.68 92.43 24.78 56.14


MiTekStock No.

SteelGauge

ScrewAnchor4

WSScrews5


CMU/Concrete

Joist

CMU/Concrete2,3

100%

Uplift (115%)1

CMU/Concrete2,3

100%

Uplift (115%)1

CMU / Concrete2,3 CMU / Concrete2,3

4" Min.to Topof Wall




Double 2x Sizes

Fastener ScheduleDimensions(in) CMU/

ConcreteJoist


CMU/Concrete2,3

100%

Uplift (115%)1

CMU/Concrete2,3

100%

Uplift (115%)1






ScrewAnchor4

WSScrews5

SteelGauge

MiTekStock No.

6-9/16 7-3/16

6-9/16 9-3/16

3-5/8 4-7/8

3-5/8 6-7/8

3-5/8 8-7/8

Engineered Wood & Structural Lumber Sizes (Heavy Duty)

24 WS3

5 8 5/8" x 5" 24 WS3

4 8 3/8" x 4" 8

Specify11-1/4

to30

5-1/2

7-1/4

7

9 HGUM900 HGUM9.00-SDS 7

5-1/4

HGUM700 HGUM7.00-SDS 7




LGUM28-4 LGUM28-4-SDS 12

5 8 5/8" x 5"

5 8 5/8" x 5"

4 6 3/8" x 4" LGUM48 LGUM48-SDS 12

LGUM410 LGUM410-SDS 12



24 WS3

5 8 5/8" x 5" 24 WS3

5 8 5/8" x 5" 24 WS3

WS3

6 WS3

4 4 3/8" x 4" 4 WS3

4 8 3/8" x 4" 8 WS3

4x Sizes

7-1/4

9-1/4

4 4 3/8" x 4"

4 8 3/8" x 4" 8

Quadruple 2x Sizes

LGUM28-3 LGUM28-3-SDS 12 4-15/16

LGUM210-3 LGUM210-3-SDS

LGUM26-4 LGUM26-4-SDS 12 6-9/16 5-7/16

Dimensions(in)

Fastener Schedule DF Factored Resistance

WS3

4 6 3/8" x 4" 6 WS3

4 WS3

4 6 3/8" x 4" 6 WS3

WS312 4-15/16

4

4

LGUM26-3 LGUM26-3-SDS 12 4-15/16 5-1/2 4

3-5/16

3-5/16

Triple 2x Sizes

6 3/8" x 4" 6 WS3

8 3/8" x 4" 8 WS3

4 3/8" x 4" 4

4 4 3/8" x 4" 4 WS35-7/16

7-3/16

9-3/16 LGUM210-2

LGUM26-2-SDS

LGUM28-2-SDS

LGUM210-2-SDS

12

12

12

LGUM26-2

LGUM28-2

3-5/16

H


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Option Inverted Flange1

One Inverted-Flange option

50% of table download75% of table uplift load

Ordering

Add IF and right (R) or left (L)to product number.

Ex. HGUM525_H=18_IFL

FactoredResistance

Range

Specialty Options Chart – Refer to Specialty Options pages 246-247 for additional details.


Lbs 10840 3485 3485 8745 2810 2810

kN 48.22 15.50 15.50 38.90 12.50 12.50

Lbs 13120 4540 4540 10580 3660 3660

kN 58.36 20.19 20.19 47.06 16.28 16.28

Lbs 16225 5490 5490 13085 4425 4425

kN 72.17 24.42 24.42 58.20 19.68 19.68

Lbs 10840 3485 3485 8745 2810 2810

kN 48.22 15.50 15.50 38.90 12.50 12.50

Lbs 13120 4540 4540 10580 3660 3660

kN 58.36 20.19 20.19 47.06 16.28 16.28

Lbs 16225 5490 5490 13085 4425 4425

kN 72.17 24.42 24.42 58.20 19.68 19.68


.


Lbs 10840 3485 3485 8745 2810 2810

kN 48.22 15.50 15.50 38.90 12.50 12.50

Lbs 13120 4540 4540 10580 3660 3660

kN 58.36 20.19 20.19 47.06 16.28 16.28

Lbs 16225 5490 5490 13085 4425 4425

kN 72.17 24.42 24.42 58.20 19.68 19.68

Lbs 10840 3485 3485 8745 2810 2810

kN 48.22 15.50 15.50 38.90 12.50 12.50

Lbs 13120 4540 4540 10580 3660 3660

kN 58.36 20.19 20.19 47.06 16.28 16.28

Lbs 16225 5490 5490 13085 4425 4425

kN 72.17 24.42 24.42 58.20 19.68 19.68

Lbs 26165 7010 15890 20780 5570 12620

kN 116.39 31.18 70.68 92.43 24.78 56.14

Lbs 26165 7010 15890 20780 5570 12620

kN 116.39 31.18 70.68 92.43 24.78 56.14

Lbs 26165 7010 15890 20780 5570 12620

kN 116.39 31.18 70.68 92.43 24.78 56.14

Lbs 26165 7010 15890 20780 5570 12620

kN 116.39 31.18 70.68 92.43 24.78 56.14

Lbs 26165 7010 15890 20780 5570 12620

kN 116.39 31.18 70.68 92.43 24.78 56.14


MiTekStock No.

SteelGauge

ScrewAnchor4

WSScrews5


CMU/Concrete

Joist

CMU/Concrete2,3

100%

Uplift (115%)1

CMU/Concrete2,3

100%

Uplift (115%)1






Double 2x Sizes

Fastener ScheduleDimensions(in) CMU/

ConcreteJoist


CMU/Concrete2,3

100%

Uplift (115%)1

CMU/Concrete2,3

100%

Uplift (115%)1






ScrewAnchor4

WSScrews5

SteelGauge

MiTekStock No.

6-9/16 7-3/16

6-9/16 9-3/16

3-5/8 4-7/8

3-5/8 6-7/8

3-5/8 8-7/8

Engineered Wood & Structural Lumber Sizes (Heavy Duty)

24 WS3

5 8 5/8" x 5" 24 WS3

4 8 3/8" x 4" 8

Specify11-1/4

to30

5-1/2

7-1/4

7

9 HGUM900 HGUM9.00-SDS 7

5-1/4






5 8 5/8" x 5"

5 8 5/8" x 5"

4 6 3/8" x 4" LGUM48 LGUM48-SDS 12




24 WS3

5 8 5/8" x 5" 24 WS3

5 8 5/8" x 5" 24 WS3

WS3

6 WS3

4 4 3/8" x 4" 4 WS3

4 8 3/8" x 4" 8 WS3

4x Sizes

7-1/4

9-1/4

4 4 3/8" x 4"

4 8 3/8" x 4" 8

Quadruple 2x Sizes

LGUM28-3 LGUM28-3-SDS 12 4-15/16

LGUM210-3 LGUM210-3-SDS

LGUM26-4 LGUM26-4-SDS 12 6-9/16 5-7/16

Dimensions(in)

Fastener Schedule DF Factored Resistance

WS3

4 6 3/8" x 4" 6 WS3

4 WS3

4 6 3/8" x 4" 6 WS3

WS312 4-15/16

4

4

LGUM26-3 LGUM26-3-SDS 12 4-15/16 5-1/2 4

3-5/16

3-5/16

Triple 2x Sizes

6 3/8" x 4" 6 WS3

8 3/8" x 4" 8 WS3

4 3/8" x 4" 4

4 4 3/8" x 4" 4 WS35-7/16

7-3/16

9-3/16 LGUM210-2

LGUM26-2-SDS

LGUM28-2-SDS

LGUM210-2-SDS

12

12

12

LGUM26-2

LGUM28-2

3-5/16

LGUM / HGUM Masonry Girder Hangers

Typical HGUM one inverted flange,

left shown

142

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Copyright © 2018 M


HWUH Heavy-Duty Welded Universal Hangers

W H Qty Type Qty TypeWood 6 10d 4 10d x 1-1/2 6700 995 29.80 4.43 5260 780 23.40 3.47

Masonry 2 1/2" x 6" J-Bolt 4 10d x 1-1/2 5010 2035 22.29 9.05 3930 1595 17.48 7.09Wood 6 10d 4 10d x 1-1/2 6700 995 29.80 4.43 5260 780 23.40 3.47





Masonry 2 1/2" x 6" J-Bolt 4 10d x 1-1/2 5010 2035 22.29 9.05 3930 1595 17.48 7.09Wood 6 10d 4 10d 6700 995 29.80 4.43 5260 780 23.40 3.47

Masonry 2 1/2" x 6" J-Bolt 4 10d 5010 2035 22.29 9.05 3930 1595 17.48 7.09Wood 6 10d 4 10d 6700 995 29.80 4.43 5260 780 23.40 3.47









Masonry 2 1/2" x 6" J-Bolt 4 10d 5010 2035 22.29 9.05 3930 1595 17.48 7.09

1) Factored uplift resistances have been increased 15% for short-term loads such as wind and earthquake; no further increase allowed. 2) NAILS: 10d x 1-1/2 nails are 0.148" dia. x 1-1/2" long, 10d nails are 0.148" dia. x 3" long. New products or updated product information are designated in blue font.

11

HWUH210-2 --

(2) 2 x 12 HWUH212-2

1-5/8

1-5/8

1-5/8

1-5/8

1-5/8

2-5/8

2-5/8

--

(2) 2 x 6 HWUH26-2 --

(2) 2 x 8 HWUH28-2 --

3 x 6 HWUH36 --

3 x 8 HWUH38

3 x 14 HWUH314 --

3 x 16

3 x 10 HWUH310 --

3 x 12 HWUH312 --

(2) 2 x 10

2 x 8 HWUH28 --

Beam/Joist Size

MiTekStock No.

2 x 4 - 6 --

HWUH316 --

HWUH26

HWUH210 --

2 x 12 HWUH212 --

2 x 10

2 x 14 HWUH214 --

2 x 16 HWUH216 --

--

3-1/8

3-1/8

Dimensions(in)


kN Lbs kN

5-3/8

7-1/8

9-1/8

5-3/8

11

Lbs

Fastener Schedule2

1-5/8

13

5-3/8

7-1/8

9-1/8

16

11

13

16

2-5/8

InstallType

Ref. No.

Vertical100%

Vertical100%

Uplift1

115%

2-5/8

3-1/8

3-1/8

7-1/8

9-1/8

Uplift1

115%Vertical100%

Uplift1

115%Vertical100%

Uplift1

115%

Header Joist

2-5/8

2-5/8

Versatile heavy-duty top flange hanger attaches to both wood and masonry. Unique design allows builders to use one style hanger on the job when the structure has a variety of support materials.

Materials: Top Flange – 1/4" steel; Stirrup – 7 gaugeFinish: PrimerOptions: See Specialty Options Chart on page 143.

Installation:• Use all specified fasteners. See Product Notes, page 19.• NA21 nails are included with hangers where specified.• NA21 nails are not recommended for use with LVL, PSL,

or LSL headers.• Masonry design load values apply to both solid concrete tie beams

and grout-filled CMU walls.• Alternate installation – Use (2) 1/2" x 4" DeWalt Screw-Bolts

or equal for loads up to 3455 lbs. when attaching to CMU. Loads shall not exceed table loads.

Hangers

Typical HWUH410wood-to-masonry installation

HWUH

Typical HWUH410wood-to-wood installation

H

W

3-1/2"

3-1/2"3-1/2"

10"


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HWUH Heavy-Duty Welded Universal Hangers

Specialty Options Chart Refer to Specialty Options pages 246, 248-249 for additional details.

W H Qty Type Qty TypeWood 6 10d 4 10d 6700 995 29.80 4.43 5260 780 23.40 3.47


Masonry 2 1/2" x 6" J-Bolt 4 10d 5010 2035 22.29 9.05 3930 1595 17.48 7.09Wood 6 NA21 4 10d 8625 705 38.37 3.14 6775 555 30.14 2.47


















Masonry 2 1/2" x 6" J-Bolt 4 10d 5010 2035 22.29 9.05 3930 1595 17.48 7.09

1) Factored uplift resistances have been increased 15% for short-term loads such as wind and earthquake; no further increase allowed. 2) NAILS: 10d nails are 0.148" dia. x 3" long, NA21 nails are 0.192" dia. x 1-3/4" long and are included with 4x, 6x, and 8x HWUH hangers. New products or updated product information are designated in blue font.

Dimensions(in)

Fastener Schedule2 DF Factored Resistance S-P-F Factored Resistance


13

(2) 2 x 16 HWUH216-2 -- 3-1/8 16

Beam/Joist Size

MiTekStock No.

(2) 2 x 14 HWUH214-2 -- 3-1/8

4 x 6 HWUH46 -- 3-9/16 5-3/8

4 x 8 HWUH48 -- 3-9/16 7-1/8

4 x 10 HWUH410 -- 3-9/16 9-1/8

4 x 12 HWUH412 -- 3-9/16 11

4 x 14 HWUH414 -- 3-9/16 13

4 x 16 HWUH416 -- 3-9/16 16

6 x 6 HWUH66 -- 5-1/2 5-3/8

6 x 8 HWUH68 -- 5-1/2 7-1/8

6 x 10 HWUH610 -- 5-1/2 9-1/8

6 x 12 HWUH612 -- 5-1/2 11

6 x 14 HWUH614 -- 5-1/2 13

6 x 16 HWUH616 -- 5-1/2 16

8 x 6 HWUH86 -- 7-1/2 5-3/8

8 x 8 HWUH88 -- 7-1/2 7-1/8

8 x 10 HWUH810 -- 7-1/2 9-1/8

8 x 12 HWUH812 -- 7-1/2 11

8 x 14 HWUH814 -- 7-1/2 13

8 x 16 HWUH816 -- 7-1/2 16

Vertical100%

Uplift1

115%Vertical100%

Uplift1

115%InstallType

Ref. No.

Vertical100%

Uplift1

115%Vertical100%

Uplift1

115%

Option Skewed1,3 Sloped Seat2 Sloped / Skewed1,2,3 Saddle

Range 1˚ to 45˚ 1˚ to 45˚ See Sloped Seat and Skewed -- --


Top Flange Offset

-- --

FactoredResistance

Ordering

100% of table load



Ex. HWUH410_SK45R_SQ

100% of table load 100% of table load

Hanger Width

3-1/2" or less3-9/16" to 5-1/2"5-9/16"˝ to 7-1/2"


to product number.Ex. HWUH410_SA=5-1/2"

% of table load:60%75%85%


to product number.Ex. HWUH410_SL30D

See Sloped Seat and Skewed.Ex. HWUH410_SK45R_SQ_SL30D

Add OS, and right (R) or left (L),to product number.Ex. HWUH410_OSL


Hangers

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Copyright © 2018 M


MPH Masonry Hangers

These hangers are designed to support standard lumber joists, I-Joists, or beams. Easy installation into concrete block walls makes the MPH an attractive alternative to fabricating seats in masonry (or attaching ledgers) to support joists or beams.

Materials: 12 gaugeFinish: PrimerOptions: All nominal lumber sizes are available for rough full size lumber. See Specialty Options Chart on page 145.Codes: Load values are derived from data submitted to various North American building code evaluators.

Installation:• Use all specified fasteners. See Product Notes, page 19.• 16d duplex nails are not supplied with MPH hangers.• Place hanger into position on top of concrete block.

Install (2) 16d duplex nails (0.162" dia. x 3-1⁄2" double head) through the top flange nail holes. Then continue laying the next course of block.

• A minimum of one course shall be laid over hanger top flange and one course below hanger top flange. Courses adjacent to the top flange shall be subsequently grouted.

• These products do not provide uplift resistance.

Ref. No. W H2 L Qty Type Qty Type Lbs kN Lbs kN

2 x 10 MPH210 WM210 12 1-9/16 9-1/4 7 2 16d duplex 2 10d x 1-1/2 4705 20.93 3695 16.44 2 x 12 MPH212 WM212 12 1-9/16 11-1/4 7 2 16d duplex 2 10d x 1-1/2 4705 20.93 3695 16.44 2 x 14 MPH214 WM214 12 1-9/16 13-1/8 7 2 16d duplex 2 10d x 1-1/2 4705 20.93 3695 16.44 2 x 16 MPH216 WM216 12 1-9/16 15-1/8 7 2 16d duplex 2 10d x 1-1/2 4705 20.93 3695 16.44 (2) 2 x 10 MPH210-2 WM210-2 12 3-1/8 9-1/4 7 2 16d duplex 2 10d 6215 27.65 4880 21.71 (2) 2 x 12 MPH212-2 WM212-2 12 3-1/8 11-1/4 7 2 16d duplex 2 10d 6215 27.65 4880 21.71 (2) 2 x 14 MPH214-2 WM214-2 12 3-1/8 13-1/8 7 2 16d duplex 2 10d 6215 27.65 4880 21.71 (2) 2 x 16 MPH216-2 WM216-2 12 3-1/8 15-1/8 7 2 16d duplex 2 10d 6215 27.65 4880 21.71 3 x 10 MPH310 WM310 12 2-9/16 9-1/4 7 2 16d duplex 2 10d x 1-1/2 4705 20.93 3695 16.44 3 x 12 MPH312 WM312 12 2-9/16 11-1/4 7 2 16d duplex 2 10d x 1-1/2 4705 20.93 3695 16.44 3 x 14 MPH314 WM314 12 2-9/16 13-1/8 7 2 16d duplex 2 10d x 1-1/2 4705 20.93 3695 16.44 3 x 16 MPH316 WM316 12 2-9/16 15-1/8 7 2 16d duplex 2 10d x 1-1/2 4705 20.93 3695 16.44 4 x 10 MPH410 WM410 12 3-9/16 9-1/4 7 2 16d duplex 2 10d 6215 27.65 4880 21.71 4 x 12 MPH412 WM412 12 3-9/16 11-1/4 7 2 16d duplex 2 10d 6215 27.65 4880 21.71 4 x 14 MPH414 WM414 12 3-9/16 13-1/8 7 2 16d duplex 2 10d 6215 27.65 4880 21.71 4 x 16 MPH416 WM416 12 3-9/16 15-1/8 7 2 16d duplex 2 10d 6215 27.65 4880 21.71 6 x 10 MPH610 WM610 12 5-9/16 9-1/4 7 2 16d duplex 2 10d 6215 27.65 4880 21.71

1-1/2 x 9-1/4 MPH210 WM29.25 12 1-9/16 9-1/4 7 2 16d duplex 2 10d x 1-1/2 4705 20.93 3695 16.44 1-1/2 x 9-1/2 MPH1595 WM29.5 12 1-9/16 9-1/2 7 2 16d duplex 2 10d x 1-1/2 4705 20.93 3695 16.44 1-1/2 x 11-1/4 MPH212 WM211.25 12 1-9/16 11-1/4 7 2 16d duplex 2 10d x 1-1/2 4705 20.93 3695 16.44 1-1/2 x 11-7/8 MPH15118 WM211.88 12 1-9/16 11-7/8 7 2 16d duplex 2 10d x 1-1/2 4705 20.93 3695 16.44 1-1/2 x 14 MPH1514 -- -- 12 1-9/16 14 7 2 16d duplex 2 10d x 1-1/2 4705 20.93 3695 16.44 1-3/4 x 9-1/2 MPH1795 WM9 12 1-13/16 9-1/2 7 2 16d duplex 2 10d x 1-1/2 4705 20.93 3695 16.44 1-3/4 x 11-7/8 MPH17118 WM11 12 1-13/16 11-7/8 7 2 16d duplex 2 10d x 1-1/2 4705 20.93 3695 16.44 1-3/4 x 14 MPH1714 WM14 12 1-13/16 14 7 2 16d duplex 2 10d x 1-1/2 4705 20.93 3695 16.44 1-3/4 x 16 MPH1716 WM16 12 1-13/16 16 7 2 16d duplex 2 10d x 1-1/2 4705 20.93 3695 16.44

1) Masonry compressive strength shall be minimum 2,000 psi. 2) "Specify" denotes the required supported beam height that must be specified at the time of ordering. 3) NAILS: 10d x 1-1/2 nails are 0.148" dia. x 1-1/2" long, 10d nails are 0.148" dia. x 3" long, 16d duplex nails are 0.162" dia. x 3-1/2" long, double headed nails and shall be installed in grouted cells in accordance to manufacturer's installation specifications. New products or updated product information are designated in blue font.

Engineered Lumber Sizes



Standard Lumber Sizes

Vertical 100%

Dimensions (in)

Block Joist

Fastener Schedule3

Beam/Joist Size

MiTekStock No.

SteelGauge

Vertical 100%

Hangers

Typical MPHsingle ply installation

Typical MPHdouble ply installation

MPH

Install with (2) 16d duplex nails in grouted cells

Install with (2) 16d duplex nails in grouted cell

H

2-1/2"

3-3/4"

W

L


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MPH Masonry Hangers

Ref. No. W H2 L Qty Type Qty Type Lbs kN Lbs kN

2-5/16 x 9-1/2 MPH2395 -- 12 2-3/8 9-1/2 7 2 16d duplex 2 10d x 1-1/2 6215 27.65 4880 21.71 2-5/16 x 11-7/8 MPH23118 WM3511.88 12 2-3/8 11-7/8 7 2 16d duplex 2 10d x 1-1/2 6215 27.65 4880 21.71 2-5/16 x 14 MPH2314 WM3514 12 2-3/8 14 7 2 16d duplex 2 10d x 1-1/2 6215 27.65 4880 21.71 2-5/16 x 16 MPH2316 WM3516 12 2-3/8 16 7 2 16d duplex 2 10d x 1-1/2 6215 27.65 4880 21.71 2-5/16 x 18 MPH2318 WM3518 12 2-3/8 18 7 2 16d duplex 2 10d x 1-1/2 6215 27.65 4880 21.71 2-5/16 x 20 MPH2320 WM3520 12 2-3/8 20 7 2 16d duplex 2 10d x 1-1/2 6215 27.65 4880 21.71 2-1/2 x 9-1/4 MPH25925 -- 12 2-1/2 9-1/4 7 2 16d duplex 2 10d x 1-1/2 6215 27.65 4880 21.71 2-1/2 x 9-1/2 MPH2595 -- 12 2-1/2 9-1/2 7 2 16d duplex 2 10d x 1-1/2 6215 27.65 4880 21.71 2-1/2 x 11-1/4 MPH25112 -- 12 2-1/2 11-1/4 7 2 16d duplex 2 10d x 1-1/2 6215 27.65 4880 21.71 2-1/2 x 11-7/8 MPH25118 -- 12 2-1/2 11-7/8 7 2 16d duplex 2 10d x 1-1/2 6215 27.65 4880 21.71 2-1/2 x 14 MPH2514 WMI314 12 2-1/2 14 7 2 16d duplex 2 10d x 1-1/2 6215 27.65 4880 21.71 2-1/2 x 16 MPH2516 WMI316 12 2-1/2 16 7 2 16d duplex 2 10d x 1-1/2 6215 27.65 4880 21.71 2-1/2 x 18 MPH2518 WMI318 12 2-1/2 18 7 2 16d duplex 2 10d x 1-1/2 6215 27.65 4880 21.71 2-1/2 x 20 MPH2520 WMI320 12 2-1/2 20 7 2 16d duplex 2 10d x 1-1/2 6215 27.65 4880 21.71 2-1/2 x 22 MPH2522 -- 12 2-1/2 22 7 2 16d duplex 2 10d x 1-1/2 6215 27.65 4880 21.71 2-1/2 x 24 MPH2524 -- 12 2-1/2 24 7 2 16d duplex 2 10d x 1-1/2 6215 27.65 4880 21.71 2-1/2 x 26 MPH2526 -- 12 2-1/2 26 7 2 16d duplex 2 10d x 1-1/2 6215 27.65 4880 21.71 3 x 9-1/4 MPH210-2 WM29.25-2 12 3-1/8 9-1/4 7 2 16d duplex 2 10d 6215 27.65 4880 21.71 3 x 9-1/2 MPH1595-2 WM29.5-2 12 3-1/8 9-1/2 7 2 16d duplex 2 10d 6215 27.65 4880 21.71 3 x 11-1/4 MPH15112-2 WM211.25-2 12 3-1/8 11-1/4 7 2 16d duplex 2 10d 6215 27.65 4880 21.71 3 x 11-7/8 MPH15118-2 WM211.88-2 12 3-1/8 11-7/8 7 2 16d duplex 2 10d 6215 27.65 4880 21.71 3-1/2 x 9-1/4 MPH410 WM410 12 3-9/16 9-1/4 7 2 16d duplex 2 10d 6215 27.65 4880 21.71 3-1/2 x 9-1/2 MPH1795-2 WM3.56/9.5 12 3-5/8 9-1/2 7 2 16d duplex 2 10d 6215 27.65 4880 21.71 3-1/2 x 11-1/4 MPH412 WM412 12 3-9/16 11-1/4 7 2 16d duplex 2 10d 6215 27.65 4880 21.71 3-1/2 x 11-7/8 MPH17118-2 WM3.56/11.88 12 3-5/8 11-7/8 7 2 16d duplex 2 10d 6215 27.65 4880 21.71 3-1/2 x 12 MPH3512 WMI412 12 3-1/2 12 7 2 16d duplex 2 10d 6215 27.65 4880 21.71 3-1/2 x 14 MPH3514 WMI414 12 3-1/2 14 7 2 16d duplex 2 10d 6215 27.65 4880 21.71 3-1/2 x 16 MPH3516 WMI416 12 3-1/2 16 7 2 16d duplex 2 10d 6215 27.65 4880 21.71 3-1/2 x 18 MPH3518 WMI418 12 3-1/2 18 7 2 16d duplex 2 10d 6215 27.65 4880 21.71 3-1/2 x 20 MPH3520 WMI420 12 3-1/2 20 7 2 16d duplex 2 10d 6215 27.65 4880 21.71 4-5/8 x 11-7/8 MPH23118-2 WM3511.88-2 12 4-5/8 11-7/8 7 2 16d duplex 2 10d 6215 27.65 4880 21.71 4-5/8 x 14 MPH2314-2 WM3514-2 12 4-5/8 14 7 2 16d duplex 2 10d 6215 27.65 4880 21.71 4-5/8 x 16 MPH2316-2 WM3516-2 12 4-5/8 16 7 2 16d duplex 2 10d 6215 27.65 4880 21.71 4-5/8 x 18 MPH2318-2 WM3518-2 12 4-5/8 18 7 2 16d duplex 2 10d 6215 27.65 4880 21.71 4-5/8 x 20 MPH2320-2 WM3520-2 12 4-5/8 20 7 2 16d duplex 2 10d 6215 27.65 4880 21.71 5-1/4 x 9-1/2 MPH5595 WM5.50/9.5 12 5-5/8 9-1/2 7 2 16d duplex 2 10d 6215 27.65 4880 21.71 5-1/4 x 11-7/8 MPH55118 WM5.50/11.88 12 5-5/8 11-7/8 7 2 16d duplex 2 10d 6215 27.65 4880 21.71 7 x 9-1/2 MPH3595-2 WMI49.5-2 12 7-1/8 9-1/2 8 2 16d duplex 2 10d 6215 27.65 4880 21.71 7 x 11-1/4 MPH35112-2 WMI411.25-2 12 7-1/8 11-1/4 8 2 16d duplex 2 10d 6215 27.65 4880 21.71 7 x 11-7/8 MPH35118-2 WMI411.88-2 12 7-1/8 11-7/8 8 2 16d duplex 2 10d 6215 27.65 4880 21.71 7 x 14 MPH3514-2 WMI414-2 12 7-1/8 14 8 2 16d duplex 2 10d 6215 27.65 4880 21.71 7 x 16 MPH3516-2 WMI416-2 12 7-1/8 16 8 2 16d duplex 2 10d 6215 27.65 4880 21.71 7 x 18 MPH3518-2 WMI418-2 12 7-1/8 18 8 2 16d duplex 2 10d 6215 27.65 4880 21.71

3-1/8 x glulam MPH325 -- 12 3-1/4 specify 7 2 16d duplex 2 10d 6215 27.65 4880 21.71 5-1/8 x glulam MPH525 -- 12 5-1/4 specify 7 2 16d duplex 2 10d 6215 27.65 4880 21.71

1) Masonry compressive strength shall be minimum 2,000 psi. 2) "Specify" denotes the required supported beam height that must be specified at the time of ordering. 3) NAILS: 10d x 1-1/2 nails are 0.148" dia. x 1-1/2" long, 10d nails are 0.148" dia. x 3" long, 16d duplex nails are 0.162" dia. x 3-1/2" long, double headed nails and shall be installed in grouted cells in accordance to manufacturer's installation specifications. New products or updated product information are designated in blue font.

Glulam Sizes

Beam/Joist Size

MiTekStock No.

SteelGauge

Vertical 100% Vertical 100%

Engineered Lumber Sizes

Dimensions (in) Fastener Schedule3 DFFactored Resistance1

S-P-FFactored Resistance1Block Joist

Specialty Options Chart Refer to Specialty Options pages 246, 248-249 for additional details.

Option Skewed1,3 Sloped Seat2 Sloped / Skewed1,2,3 Top Flange Offset

Range 1˚ to 60˚ 1˚ to 45˚ See Sloped Seat and Skewed


-- --

See Sloped Seat and Skewed.Ex. MPH210_SK45R_SQ_SL30D

Add OS, andright (R) or left (L), to product number.Ex. MPH210_OSL

FactoredResistance

Ordering

100% of table load

Add SK, angle required,right (R ) or left (L ), and


Ex. MPH210_SK45R_SQ


to product number.Ex. MPH210_SL30D

100% of table load 100% of table load

Hanger Width3-1/2" or less

3-9/16" to 5-1/2"5-9/16" to 7-1/2"

% of table load:60%75%85%

1) Skewed hangers with skews greater than 15° may have all joist nailing on outside flange.

2) Sloped or sloped / skewed hangers with slopes greater than 15° may have additional joist nails.

3) For skewed hangers, the required cut type (square or bevel) of joist member may vary based on skew angle and width of hanger. Some square cut hangers will require custom pricing due to welded back plate.

Hangers

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EWP Hangers

Supporting Member

HangerType

MiTekSeries

SteelGauge I-

Jois

t

I-Jo

ist

Tru

ss (2

x)

Flo

or T

russ

4x

LVL SPF DF

16 6,855 5,380 6,855

12 6,680 5,245 6,680

THFI 18 • • • • • • • 1,860 - 2,045 1,715 - 1,885 1,860 - 2,045

IHFL 18 • • • • • • 2,345 - 4,420 1,845 - 3,310 2,345 - 4,420

IHF 16 • • • • • 3,845 - 5,875 2,900 - 4,715 3,845 - 5,875

HUS 16 • • • • • • • 9,025 6,408 9,025

HD 14 • • • • • • • • • 3,010 - 7,715 2,290 - 6,965 3,010 - 7,715

HDQIF 14 • • • • • • • • • • 5,315 - 8,460 3,775 - 6,005 5,315 - 8,460

14 11,540 8,193 11,540

12 12,455 - 13,785 8,843 - 9,787 12,455 - 13,785

THDH 12 • • • • • • • • 13,050 - 16,365 9,200 - 14,020 13,050 - 16,365

TFL 18 • • • • • • • • • 2,370 1,771 2,495

18 1,935 - 3,910 1,170 - 3,160 1,645 - 4,450

16 1,485 - 3,355 1,200 - 3,425 1,690 - 4,820

12 3,355 - 5,090 4,265 - 6,745 6,005 - 9,500

TFI 16 • • • • • • • • • 3,685 - 4,675 2,975 - 3,775 4,190 - 5,315

BPH 12 • • • • • • • • • • • • 4,415 - 5,300 2,865 - 4,725 3,780 - 5,055

HBPH 12 • • • • • • • • • 9,555 7,890 9,380

PHM7 - Top Flange,

10 - Stirrup • • • • • • • • • 5,090 - 5,395 3,935 - 4,685 4,125 - 4,685

PHXU 7 • • • • • • • • • 6,370 - 9,575 4,420 - 5,170 6,370 - 7,610

HLBH 7 • • • • • • 14,725 - 15,295 12,840 13,825

HGU 7 • • • • • • • 20,240 20,240 20,240

KLEG 1 7 • • • • 15,060 12,950 15,060

KMEG 1 7 • • • • 17,555 15,095 17,555

KEG 11/4" - Top Flange,

7 - Stirrup • • • • 23,125 - 27,785 19,890 - 23,895 23,125 - 27,785

KHHB 7 • • • • 7,035 5,910 7,035

KGB 7 • • • • • 9,300 7,810 9,300

KHGB 7 • • • • • 10,845 9,110 10,845

KGLT2 3 - Top Flange,7 - Stirrup • • • • • • 10,865 9,125 10,865

KHGLT2 3 - Top Flange,7 - Stirrup • • • • 14,615 - 18,420 12,275 - 15,475 14,615 - 18,420

KGLS3 - Top Flange,

7 - Stirrup • • • • • 14,795 - 29,410 12,430 - 24,705 14,795 - 29,410

KHGLS3 - Top Flange,

7 - Stirrup • • • • 29,785 - 30,220 25,020 - 25,385 29,785 - 30,220

KGLST3 - Top Flange,

7 - Stirrup • • • • • 18,575 - 37,575 15,605 - 31,565 18,575 - 37,575

KHGLST3 - Top Flange,

7 - Stirrup • • • • 27,720 - 38,280 23,285 - 32,155 27,720 - 38,280

LGU 10 • • • • • • • 10,760 8,655 10,760

MGU 10 • • • • • 17,465 14,055 17,465

18 1,340 - 2,775 950 - 1,970 1,340 - 2,775

16 2,985 - 5,230 2,120 - 3,715 2,985 - 5,230

1) KEG, KEGQ, KLEG, KMEG hangers assume factored resistences with top flange. 2) KGLT, KHGLT hangers assume factored resistences based on 460 psi. • Represents common applications and product configurations. Consult MiTek for additional applications and/or optional product configurations. New products or updated product information are designated in blue font.

Slope/Skew

TopMount

FaceMount

Glulam

THF

THD

THO

•

•

100% Factored Resistance (Lbs.) Range

LSSH

Trus

s (2

x)

Floo

r Tru

ss 4

x

• • ••

•

Beam

/Joi

st/R

afte

r(r

ect s

hape

s)

•

Naile

r

Glul

am

Rim

Joi

st

Beam

/Joi

st/R

afte

r(r

ect s

hape

s)

Wal

l

Post

Header Material

•

• •

• •• • •

•

•

• • •

Supported Member

Glul

am

Strin

ger

•

•

•

• • •

• •• • • ••

EWP Hanger Selector Guide

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Wood I-Joist Installation to WoodEWP Hangers

Sloped I-JoistsUse sloped seat hangers and beveled web stiffeners whenever the slope exceeds the following: 1/2:12 for seat bearing lengths of 2-1/2" or less; 3/8:12 for bearing lengths between 2-1/2" and 3-1/2"; and 1/4:12 for bearing lengths in excess of 3-1/2".

Multiple I-Joist PliesFasten together multiple plies of wood joists, in accordance with the manufacturer’s installation guidelines, such that the joists act as a single unit.

I-Joist RotationIt may be necessary to install straps, blocking, or sheathing to restrain torsional rotation of a supporting wood I-Joist when using top mount I-Joist hangers.

FastenersInstall only the specified nails. The flanges of wood I-Joists may split if larger diameter nails or longer nails are installed. Do not install nails larger than 16d common wire nails (0.162" diameter) into the web stiffeners in the wood I-Joist.

Backer BlocksPattern the nails used to install backer blocks or web stiffeners in wood I-Joists to avoid splitting the block. The nail pattern should be sufficiently spaced to avoid the same grain line, particularly with solid sawn backer blocks. Backer blocks must be installed on wood I-Joist acting as the header, or supporting member. Install in accordance with the I-Joist manufacturer’s installation guidelines. The nails used to install hangers mounted to an I-Joist header must penetrate through the web and into the backer block on the opposite side.

The thickness of the hanger metal and nail heads on top mount hangers must be evaluated for the effect on subsequent sheathing. Ensure that the top mount hanger is installed so the flanges of the hanger are not over-spread which tends to elevate the supported I-Joist causing uneven

floor surfaces and squeaking. Similarly, ensure that the hanger is installed plumb such that the face flanges of the hanger are mounted firmly against the wide-face surface of the header.

Common Nailing Errors

Wrong Angle

When a nail is driven into the bottom flange of the wood I-Joist parallel to the glue lines, separation of veneers can occur which substantially reduces the design loads of the connection.

Nail Too Long

When using nails longer than MiTek’s recommended nails, bottom flange splitting may occur. Also, this can raise the wood I-Joist off the seat, resulting in uneven surfaces and squeaky floors along with reduced factored resistance.

Always secure wood I-Joist using 10d (0.148") x 1-1⁄2" nail driven at a 30° to 45° angle and firmly seated

Top Flange Hangers

Correct Slant Nail Installation

Flush framing Hanger over-spread Hanger not plumb!!

!

!

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Support Height & Lateral StabilityEWP Hangers

Hangers for joists without web stiffeners must support the I-Joist’s top flange and provide lateral resistance with no less than 1⁄8" contact.

Hangers for joists with web stiffeners must support a minimum of 60% of joist depth or potential joist rotation must be addressed.

(Top flange support requirements can be verified in this sections charts under Web Stiffener Reqd. Column.)

Wrong Nailer Size Causes Component Failure

Correct Hanger Attachment to NailerA nailer or sill plate is considered to be any wood member attached to a steel beam, concrete block wall, concrete stem wall, or other structure unsuitable for nailing, which is used as a nailing surface for top mount hangers to hold beams or joists.

Nailer Sized CorrectlyTop flange of hanger is fully supported and recommended nails have full penetration into nailer, resulting in a carried member hanging safely at the proper height.

The nailer must be sized to fit the support width as shown and be of sufficient thickness to satisfy recommended top flange nailing requirements. A design professional must specify nailer attachment to steel beams.

Top flange not fully supported can cause nail breakout. Or, by fully supporting top flange, hanger is tilted back, causing lifting of carried member which results in uneven surfaces and squeaky floors.

Loading can cause cross grain breaking of nailer. The recommended nailer overhang is 1⁄4" maximum per side.

Top flange nailing cannot fully penetrate nailer, causing reduced factored resistance. Never use hangers which require multiple face nails since the factored resistance are dependent on all nail holes being used.

Nailer Installations

Correct Attachment

Too Narrow Too Wide Too Thin!!!

1/8" (3.175mm) maximum gap Resist lateral movement Web stiffener

For hangers less than 60% joist depth, install framing angles, one on each side, for lateral stability.

Refer to pages 82, 84-85 for angle selections.

1/4"(6.35mm)

max

Avoid direct contact between hangers and

steel beams which may cause squeaks

1/4" (6.35mm)

max

60% min.

of joist depth

Joist depth

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THFI Face Mount I-Joist Hangers

The THFI is a face mount hanger designed to attach EWP I-joist members to wood headers. The unique design of the THFI combines the installation ease of a top mount hanger with the installation flexibility of a face mount hanger. Because the side flanges extend to the top chord of the I-joist, web stiffeners are not required. The THFI hangers also feature strategically placed Seat Cleats® which lock the bottom flange of the I-joist to the hanger eliminating the need for joist nails to be installed.

The innovative top flange alignment tabs with the holding cleats assist the placing and alignment of the hanger prior to nailing by hanging onto the header with holding cleats biting into the wood. If the alignment tabs are not desired or a deeper height member is to be carried, the tabs can be easily bent out of the way. Alignment tabs do not contribute to the allowable design values of the THFI hangers.


Installation:• Use all specified fasteners.• Alignment tabs are not structural and can be bent back

or removed to assist hanger placement.• Web stiffeners are not required for THFI hangers unless

specified by the I-joist manufacturer. Web stiffeners are not required for lateral stability.

• For additional uplift capacity, install (2) 10d x 1-1/2" nails through diamond holes and into the joist member. (web stiffeners required)

• THFI2514 model has diamond holes in the header flange for MIN/MAX nailing option. For the MAX nailing option, install nails in both the round and diamond shaped header holes.

Typical THFIinstallation

THFI2514

D

H

W

Alignment tab

1-3/8"

Diamond holes for maximum

nailing

Round holes for minimum

nailing

Holding Cleats (patent

pending)Guide tabs

for joist placement

Alignment tab

SpeedProng

SeatCleats

Seat Cleats® lock I-joists into place for

positive seating

Stiffeningtab

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IHFL / IHF Face Mount I-Joist HangersEWP Hangers

IHFL (18GA) and IHF (16GA) series face mount hangers feature speed prongs for temporary placement and seat cleats to grab the bottom flange of the supported I-joist. Diamond holes in header and joist allow for optional Max nailing for customized fastening to match factored resistance needed. Install nails in all fastener holes where the Max factored resistance is needed while lighter load capacities can be achieved with a quick installation of round holes only, saving you time and money on the jobsite.

Features:• Seat Cleats lock bottom chord of I-joist eliminating need for joist nails.• Dimples with diamond nail holes for optional joist nailing when higher

uplift resistances are needed.• Min/Max nailing provide flexible installation options.

Materials: IHFL – 18 gauge; IHF – 16 gauge Finish: G90 galvanizing Options: See Specialty Options chart.

Installation:• Use all specified fasteners.• Position I-joist into hangers and tap or push into place to fully seat

joist and engage cleats.• Web stiffeners are not required unless specified by the I-joist

manufacturer. • Min Nailing – Fill all round nail holes.• Max Nailing – Fill all round and diamond holes.

Raised Dimple nail holes allow 30°

to 45° nailing into I-Joist bottom flange.

Seat Cleat® helps lock I-Joist into place for positive seating and nailing ease.

IHFL2514Typical IHFL2514 min nailing installation

Additional diamond nail holes for max nailing

Standard round holes for

min nailing

H

2-1/2"W

Option Skewed1,3,4,5 Sloped Seat2,3,4 Sloped / Skewed1,2,3,4 Inverted Flange4

1) Skewed hangers with skews greater than 15° may have all joist nailing on outside flange. 2) Sloped or sloped / skewed hangers with slopes greater than 15° may have additional joist nails. 3) For skewed hangers, the required cut type (square or bevel) of joist member may vary based on skew angle and width of hanger. Some square cut hangers will require custom pricing due to welded back plate. 4) Modifications to IHFL or IHF hangers do not feature seat cleats or optional nailing. 5) Skewed hangers may require web stiffeners to be installed in order to facilitate joist nail installations.

Add SL, slope required, and up (U) or down (D), to product number.

Example: IHFL23925_SL30D

See Sloped Seat and SkewedExample: IHFL23925_SK45R_BV_SL30D

Add IF, to product number.Example: IHFL23925_IF

1˚ to 67-1/2˚ when width is 1-3/4" or less.1˚ to 50˚ on all others.

100% of table load


1˚ to 45˚


members end grain.



See Sloped Seat and SkewedRange

FactoredResistance

OrderingAdd SK, angle required, right (R) or left (L),

and square cut (SQ) or bevel cut (BV) to product number. Example: IHFL23925_SK45R_BV



Specialty Options Chart – refer to Specialty Options pages 246-247 for additional details.

IHF3516Typical IHF3516 max nailing installation

H

W

Additional diamond

nail holes for max nailing

Standard round

holes for min nailing

2-1/2"

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THF Face Mount I-Joist Hangers

EWP Hangers

Designed to provide lateral support for the top chords of I-Joists in depths up to 16".

Materials: See EWP Face Mount Hangers charts, page 156.Finish: G90 galvanizingOptions: See Specialty Options chart.Codes: Load values are derived from data submitted to various North American building code evaluators.





to product number.Example: THF23118-2_SL30D

See Sloped Seat and SkewedExample:

THF23118-2_SK45R_BV_SL30D

Add IF,to product number.

Example: THF23118-2_IF



100% of table load


1˚ to 45˚


members end grain.



See Sloped Seat and SkewedRange

FactoredResistance

Ordering



Example: THF23118-2_SK45R_BV




Typical THF double I-Joist to LVL installation

THF

H

W D

Typical THF I-Joist to joist installation

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iTek Industries, Inc. All Rights ReservedEWP Hangers

Designed to support LVL, LSL, and PSL beams and headers in medium load conditions.

Ma terials: See EWP Face Mount Hangers charts, pages 157-159.Finish: G90 galvanizingOptions: See Specialty Options chart.Codes: Load values are derived from data submitted to various North American building code evaluators.

Installation:• Use all specified fasteners. See Product Notes, page 19.• Min Nailing – Fill all round nail holes.• Max Nailing – Fill all round and diamond nail holes.


1) Skewed hangers with skews greater than 15° may have all joist nailing on outside flange. 2) Sloped or sloped / skewed hangers with slopes greater than 15° may have additional joist nails. 3) For skewed hangers, the required cut type (square or bevel) of joist member may vary based on skew angle and width of hanger. Some square cut hangers will require custom pricing due to welded back plate. 4) HD option hangers may be manufactured as welded products to achieve listed loads. Welded products have a primer finish.

OrderingAdd IF,

to product number.Example: HD410_IF



Example: HD410_SK45R_SQ


to product number.Example: HD410_SL30D

See Sloped Seat and SkewedExample:

HD410_SK45R_SQ_SL30D

Range

FactoredResistance





members end grain.




100% of table load

1˚ to 45˚




Typical HDinstallation

HDW

D

HAdditional diamond

nail holes for max nailing

Standard round nail holes for min nailing

HD Face Mount Hangers

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HDQIF Inverted Flange Face Mount Hangers

Inverted flange face mount hangers fasten to LVL, LSL and PSL beams and headers with WS Wood Screws.

Ma terials: See EWP Face Mount Hangers charts, pages 157-159.

Finish: G90 galvanizingOptions: See Specialty Options chart.Codes: Load values are derived from data submitted to various North American building code evaluators.

Installation:• Use all specified fasteners. See Product Notes, page 19.• WS15 (1/4" dia. x 1-1/2" long) and WS3 (1/4" dia. x 3" long)

Wood Screws are supplied with HDQIF hangers.

Designed for medium load conditions. Extended 3" deep seat provides extra truss bearing.


Installation:• Use all specified fasteners. See Product Notes,

page 19.• Joist nails must be driven at a 30° to 45° angle

through the joist into the header to achieve listed loads. Slant / double shear nails must be used to achieve listed load values.

HUS Face Mount Hangers

EWP Hangers

HDQIFTypical HDQIFinverted flange installation

3"

H

W

Typical HUSinstallation

Typical HUS double shear installation

HUS

Drive joist nails into header at 30° to 45° to

achieve listed loads.

2"

H

W

3"

Raised dimple allows 30°

to 45° nailing

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THD / THDH Face Mount Hangers

THD – Medium capacity hanger for LVL, LSL, and PSL beams.

THDH – Heavy capacity hanger for LVL, LSL, and PSL beams.

Materials: See EWP Face Mount Hangers charts, pages 157-159.Finish: G90 galvanizingOptions: Rough/ Full sizes available for THD series. See Specialty Options chart.Codes: Load values are derived from data submitted to various North American building code evaluators.

Installation:• Use all specified fasteners. See Product Notes, page 19.• THD – Drive bend line nails into header at 45° to achieve

listed loads.• THDH – Drive joist nails into header at 30° to 45° to achieve

listed loads.



illustration shown

Option MiTek Series Skewed1,3,4 Sloped Seat2 Sloped / Skewed1,2,3,4 Inverted Flange

THDH N/A

1) Skewed hangers with skews greater than 15° may have all joist nailing on outside flange. All skewed THDH hangers have nails on one side only. 2) Sloped or sloped / skewed hangers with slopes greater than 15° may have additional joist nails. 3) THDH models - Skewed hangers typically require a bevel cut. A square cut option may be available as a custom. 4) THD models - For skewed hangers, the required cut type (square or bevel) of joist member may vary based on skew angle and width of hanger. Some square cut hangers will require custom pricing due to welded back plate.

Add IF, one flange, right (R) and left (L),

Ex. THD410_IFR

1˚ to 45˚ 1˚ to 45˚ See Sloped Seat and Skewed

N/A

65% of table load

85% of table load.50% of table uplift load.


members end grain.

85% of table load

Add SK , angle required,right (R) or left (L) , and


Ex. THDH410_SK45R_BV


to product number.Ex: THDH410_SL30D

65% of table load

N/A52% of table load52% of table load.

50% of table uplift load.

Not available in widths < 3".Widths > 3" can haveone flange inverted.

See Sloped Seat and SkewedEx. THDH410_SK45R_BV_SL30D

THD

THDH

Ordering

Range

FactoredResistance

THDH

THD

THD

Typical THDHinstallation

Typical THDinstallation

Typical THDH double shear installation

Typical bend line nailing installation

THD410THDH

Drive joist nails into header at 30° to 45° to


H

D

W

EWP Hangers

H

DW


2-1/2"

Drive bend line nails into header at 45º to achieve listed loads

Bend line nailing where applicable

Obround hole nailing

where applicable

THD7210

W

2-1/2"Bend line nailing

D

H

155

EWP Hangers

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I-Joist Charts Face Mount Hangers

Header

D Qty Type Qty Type

Min -- -- 90 0.40 90 0.40

Max 2 10d x 1-1/2 405 1.80 385 1.71

Min -- -- 90 0.40 90 0.40

Max 2 10d x 1-1/2 405 1.80 385 1.71

Min -- -- 90 0.40 90 0.40

Max 2 10d x 1-1/2 405 1.80 385 1.71

Min -- -- 90 0.40 90 0.40

Max 2 10d x 1-1/2 405 1.80 385 1.71

Min -- -- 90 0.40 90 0.40

Max 2 10d x 1-1/2 405 1.80 385 1.71

Min -- -- 90 0.40 90 0.40

Max 2 10d x 1-1/2 405 1.80 385 1.71

Min -- -- 90 0.40 90 0.40

Max 2 10d x 1-1/2 405 1.80 385 1.71

Min -- -- 90 0.40 90 0.40

Max 2 10d x 1-1/2 405 1.80 385 1.71

Min -- -- 90 0.40 90 0.40

Max 2 10d x 1-1/2 405 1.80 385 1.71

Min -- -- 90 0.40 90 0.40

Max 2 10d x 1-1/2 405 1.80 385 1.71

Min -- -- 90 0.40 90 0.40

Max 2 10d x 1-1/2 405 1.80 385 1.71

THFI2595 IUS2.56/9.25 18 2-5/8 9-1/2 2 -- 8 10d -- -- 2345 235 10.43 1.05 1845 185 8.21 0.82

Min -- -- 90 0.40 90 0.40

Max 2 10d x 1-1/2 405 1.80 385 1.71

THFI25118 IUS2.56/11.88 18 2-5/8 11-7/8 2 -- 10 10d -- -- 2345 235 10.43 1.05 1845 185 8.21 0.82

Min -- -- 90 0.40 90 0.40

Max 2 10d x 1-1/2 405 1.80 405 1.80

Min 12 -- --

Max 14 -- --

Min -- -- 90 0.40 90 0.40

Max 2 10d x 1-1/2 405 1.80 385 1.71

Min -- -- 90 0.40 90 0.40

Max 2 10d x 1-1/2 405 1.80 385 1.71

Min -- -- 90 0.40 90 0.40

Max 2 10d x 1-1/2 405 1.80 385 1.71

Min 10 10d -- -- 4420 90 19.66 0.40 3310 90 14.72 0.40

Max 24 16d 2 10d x 1-1/2 5655 605 25.15 2.69 4280 585 19.04 2.60

1) Factored uplift resistance has been increased 15% for short-term loads such as wind and earthquake; reduce for other load durations in accordance with the code. 2) Web stiffeners may be required by I-Joist manufacturers. 3) NAILS: 10d x 1-1/2 nails are 0.148" dia. x 1-1/2" long, 10d nails are 0.148" dia. x 3" long, 16d nails are 0.162" dia. x 3-1/2" long. Load tables address hanger/header/fastener limitations only. Joist limitations must be determined for each installation. New products or updated product information are designated in blue font.

0.8210d

14 10d 4420 19.66 3310 14.72

10 10d 4420 19.66 3310 14.72

10 10d 4420 19.66 3310 14.72

12 10d 4420 19.66 3310 14.72

4605 235 20.48 1.05 3615 185 16.08

14 10d 4420 19.66 3310 14.72

8 10d 3240 14.41 2425 10.79

10 10d 4420 19.66 3310 14.72

12 10d 4420 19.66 3310 14.72

14 10d 4420 19.66 3310 14.72

8 10d 3240 14.41 2425 10.79

10 10d 4420 19.66 3310 14.72

12 10d 4420 19.66 3310 14.72

12 10d 4420 19.66 3310 14.72

8 10d 3240 14.41 2425 10.79

8 10d 3240 14.41 2425 10.79

10 10d 4420 19.66 3310 14.72

IHFL2516

THFI2514

13-7/16

14

2-1/28-5/8

3-1/2 x 9-1/4 - 9-1/2

IHF35925 MIU3.56/9 16 3-1/2

IHFL35925 IUS3.56/9.5, LF359

18 3-1/2 8-5/8 2-1/2


Min/Max

Joist

2-1/2

2-1/2

2-1/2

H

2-1/2 x 16 IUS2.56/16 18 2-1/2

2-1/2

2-1/2 x 14

IHFL2514 LF2514 18 2-1/2

IUS2.56/14 18 2-5/8

2-1/2

2

15-1/2

D Fir-L Factored Resistance S-P-F Factored Resistance

Lbs kN Lbs kN

Vertical100%

Uplift1

115%Vertical100%

Uplift1

115%Vertical100%

Uplift1

115%Vertical100%

Uplift1

115%Joist

Size (in)MiTek

Stock No. Ref. No. GA W

13-3/8

2-5/16 x 14 IHFL2314 IUS2.37/14, LF2314

18 2-5/16 13-1/2

1-3/4 x 14 IHFL1714 IUS1.81/14, LF1714

18 1-3/4

15-11/16

13-3/16 2 - 2-1/8 x 14 IHFL2014 IUS2.06/14, LF2014

18 2-1/16

IHFL25112 LF2511 18 2-1/2 11-1/8 2-1/2

2-1/2 x 11-1/4 - 11-7/8

2-5/16 x 16 IHFL2316 IUS2.37/16 18 2-5/16 15-9/16 2-1/2

2-1/2 x 9-1/4 - 9-1/2 IHFL25925 LF259 18 2-1/2 9-1/8 2-1/2

2 - 2-1/8 x 16 IHFL2016 IUS2.06/16 18 2-1/16

2-1/2

8-15/16 2-1/2

IUS1.81/11.88, LF1711

18 1-3/4 10-15/16 2-1/2 1-3/4 x 11-7/8 IHFL17112

18

18

2-1/16

2-1/16

IUS1.81/9.5, LF179

IHFL17925 1-3/4 x 9-1/4 - 9-1/2

18 1-3/4

11-5/16

8-3/4 2-1/2

2-1/2

2-5/16 x 9-1/2 IHFL23925

2-5/16 x 11-7/8 IHFL23112

IUS2.37/9.5, LF239

IUS2.37/11.88, LF2311

18

18

2-5/16

2-5/16 11-3/16

9-3/16 2-1/2

2-1/2

2 - 2-1/8 x 9-1/2 IHFL20925 IUS2.06/9.5, LF209

2 - 2-1/8 x 11-7/8 IHFL20112 IUS2.06/11.88, LF2011

EWP Hangers

DW

H


156

EWP

Hang

ers

Copyright © 2018 M


I-Joist Charts Face Mount Hangers

Header

D Qty Type Qty Type

Min -- -- 90 0.40 90 0.40

Max 2 10d x 1-1/2 405 1.80 385 1.71

Min 10 10d -- -- 4420 90 19.66 0.40 3310 90 14.72 0.40

Max 24 16d 2 10d x 1-1/2 5655 605 25.15 2.69 4280 585 19.04 2.60

Min -- -- 90 0.40 90 0.40

Max 2 10d x 1-1/2 405 1.80 385 1.71

Min 12 10d -- -- 4420 90 19.66 0.40 3310 90 14.72 0.40

Max 28 16d 2 10d x 1-1/2 5655 605 25.15 2.69 4280 585 19.04 2.60

Min -- -- 90 0.40 90 0.40

Max 2 10d x 1-1/2 405 1.80 385 1.71

Min 14 10d -- -- 4420 90 19.66 0.40 3310 90 14.72 0.40

Max 30 16d 2 10d x 1-1/2 5655 605 25.15 2.69 4280 585 19.04 2.60

Min 14 10d -- -- 4420 90 19.66 0.40 3310 90 14.72 0.40

Max 30 16d 2 10d x 1-1/2 5655 605 25.15 2.69 4280 585 19.04 2.60

Min 10 10d -- -- 3845 90 17.10 0.40 2900 90 12.90 0.40

Max 24 16d 2 10d x 1-1/2 5655 605 25.15 2.69 4280 585 19.04 2.60

Min 10 10d -- -- 3845 90 17.10 0.40 2900 90 12.90 0.40

Max 24 16d 2 10d x 1-1/2 5655 605 25.15 2.69 4280 585 19.04 2.60

Min 12 10d -- -- 3845 90 17.10 0.40 2900 90 12.90 0.40

Max 28 16d 2 10d x 1-1/2 5655 605 25.15 2.69 4280 585 19.04 2.60

Min 10 10d -- -- 3845 90 17.10 0.40 2900 90 12.90 0.40

Max 24 16d 2 10d x 1-1/2 5655 605 25.15 2.69 4280 585 19.04 2.60

4-5/8 x 11-1/4 THF23118-2 -- 16 4-3/4 10-11/16 2-1/2 -- 16 10d 6 10d 6855 3185 30.49 14.17 5380 2610 23.93 11.61

4-5/8 x 14 THF23140-2 MIU4.75/14 12 4-3/4 13-5/16 2-1/2 -- 20 10d 6 10d 6680 3185 29.71 14.17 5245 2610 23.33 11.61

4-5/8 x 16 THF23160-2 MIU4.75/16 12 4-3/4 15-15/16 2-1/2 -- 24 10d 6 10d 6680 3185 29.71 14.17 5245 2610 23.33 11.61

Min 10 10d -- -- 3845 90 17.10 0.40 2900 90 12.90 0.40

Max 24 16d 2 10d x 1-1/2 5655 605 25.15 2.69 4280 585 19.04 2.60

Min 10 10d -- -- 3845 90 17.10 0.40 2900 90 12.90 0.40

Max 24 16d 2 10d x 1-1/2 5655 605 25.15 2.69 4280 585 19.04 2.60

5 x 14 THF25140-2 MIU5.12/14 12 5-1/8 13-1/8 2-1/2 -- 20 10d 6 10d 6680 3185 29.71 14.17 5245 2610 23.33 11.61

5 x 16 THF25160-2 MIU5.12/16 12 5-1/8 15-3/4 2-1/2 -- 24 10d 6 10d 6680 3185 29.71 14.17 5245 2610 23.33 11.61

Min 14 6 2460 10.94 2200 9.79

Max 18 8 3745 16.66 3480 15.48

Min 16 6 5030 2460 22.37 10.94 4180 2200 18.59 9.79

Max 22 8 5585 3930 24.84 17.48 4710 3515 20.95 15.64

Min 20 8 5030 3745 22.37 16.66 4180 3480 18.59 15.48

Max 26 12 7670 4070 34.12 18.10 6430 3640 28.60 16.19

1) Factored uplift resistance has been increased 15% for short-term loads such as wind and earthquake; reduce for other load durations in accordance with the code. 2) Web stiffeners may be required by I-Joist manufacturers. 3) NAILS: 10d x 1-1/2 nails are 0.148" dia. x 1-1/2" long, 10d nails are 0.148" dia. x 3" long, 16d nails are 0.162" dia. x 3-1/2" long. Load tables address hanger/header/fastener limitations only. Joist limitations must be determined for each installation. New products or updated product information are designated in blue font.

16d 5030 22.37 4180 18.59

16d 16d

16d 16d

3310 14.72

12 10d 4420 19.66 3310 14.72

14 10d 4420 19.66 3310 14.72

3-1/2 x 14

IHF3514 MIU3.56/14 16 3-1/2

MIU3.56/16 16 3-1/2

IHFL3514 IUS3.56/14, LF3514

18 3-1/2

13

3-1/2 x 18

15 2-1/2

IHF3518 MIU3.56/18 16 3-1/2 16-9/16 2-1/2

3-1/2 x 16

IHFL3516 IUS3.56/16 18 3-1/2

IHF3516

2-1/2

2-1/2

2-1/2

2-1/2

2-1/2

2-1/2

2-1/2

16

Uplift1

115%Vertical100%

Uplift1

115%

Dimensions (in)

2-1/2

2-1/2

2-1/2

2-1/2

12-15/16

15

12-15/16

4-3/16

13-5/8

2-1/2

9

8-3/8

10-7/16

8-3/16

11

10 10d 4420 19.66

16d

JoistSize (in)

MiTekStock No. Ref. No. GA W

8-11/16


Lbs kN Lbs kN

H

Fastener Schedule3D Fir-L Factored Resistance

Vertical100%

Uplift1

115%Vertical100%

Uplift1

115%Min/Max

Joist Vertical100%

4 - 4-3/16 x 9-1/2 IHF20925-2 MIU4.12/9, MIU4.28/9

4 - 4-3/16 x 11-7/8

IHF20112-2 MIU4.12/11, MIU4.28/11

16 4-3/16

4 - 4-3/16 x 14 IHF2014-2 MIU4.12/14, MIU4.28/14

16 4-3/16

7 x 9-1/4 HD7100 HU410-2 14 7-1/8

4-5/8 x 9-1/4 IHF23925-2 MIU4.75/9 16 4-3/4

5 x 9-1/4 IHF25925-2 MIU5.12/9 16 5-1/8

5 x 11-1/4 IHF25112-2 MIU5.12/11 16 5-1/8

14 7-1/8 7 x 14 HD7140 HU414-2

10-5/8

10-5/8 2-1/2

2-1/2

3-1/2 x 11-1/4 - 11-7/8

IHFL35112 IUS3.56/11.88, LF3511

18 3-1/2

IHF35112 MIU3.56/11 16 3-1/2

7 x 11-1/4 HD7120 HU412-2 14 7-1/8 10-11/16

EWP Hangers

DW

H


157

EWP Hangers

Copy

right

© 2

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SCL Charts Face Mount Hangers

Dimensions (in)

Joist Size Ref. No. W H D Qty Type Qty Type

Min 12 16d 4 10d x 1-1/2 3010 1430 13.39 6.36 2290 1320 10.19 5.87

Max 16 16d 8 10d x 1-1/2 5030 2185 22.37 9.72 4180 2050 18.59 9.12

Min 18 16d 6 10d x 1-1/2 5030 2185 22.37 9.72 4180 2050 18.59 9.12

Max 24 16d 10 10d x 1-1/2 5585 3495 24.84 15.55 4710 3270 20.95 14.55

HD17925-1IF -- 14 1-13/16 9-1/8 -- -- 18 16d 6 10d x 1-1/2 5030 2185 22.37 9.72 4180 2050 18.59 9.12

HDQ179IF HUCQ1.81/9-SDS 14 1-13/16 9 3 -- 8 WS3 4 WS15 4975 1765 22.13 7.85 4460 1765 19.84 7.85

HUS179 HUS1.81/10 16 1-13/16 9-1/8 3 -- 30 16d 10 16d 9625 8045 42.81 35.79 8070 7455 35.90 33.16

Min 22 16d 6 10d x 1-1/2 5585 2185 24.84 9.72 4710 2050 20.95 9.12

Max 30 16d 12 10d x 1-1/2 7715 3495 34.32 15.55 6535 3270 29.07 14.55

HD17112IF -- 14 1-13/16 11-3/8 -- -- 22 16d 6 10d x 1-1/2 5585 2185 24.84 9.72 4710 2050 20.95 9.12


HUS179 HUS1.81/10 16 1-13/16 9-1/8 3 -- 30 16d 10 16d 9625 8045 42.81 35.79 8070 7455 35.90 33.16

Min 28 16d 8 10d x 1-1/2 5585 2775 24.84 12.34 4710 2600 20.95 11.57

Max 36 16d 14 10d x 1-1/2 7715 3495 34.32 15.55 6535 3270 29.07 14.55

HD1714IF -- 14 1-13/16 13-5/16 -- -- 26 16d 8 10d x 1-1/2 5925 3190 26.36 14.19 4655 2505 20.71 11.14

HDQ1714IF -- 14 1-13/16 13-3/8 3 -- 12 WS3 6 WS15 6730 3175 29.94 14.12 6525 3080 29.02 13.70

HUS179 HUS1.81/10 16 1-13/16 9-1/8 3 -- 30 16d 10 16d 9625 8045 42.81 35.79 8070 7455 35.90 33.16

Min 28 16d 8 10d x 1-1/2 5585 2775 24.84 12.34 4710 2600 20.95 11.57

Max 36 16d 14 10d x 1-1/2 7715 3495 34.32 15.55 6535 3270 29.07 14.55

HD1714IF -- 14 1-13/16 13-5/16 -- -- 26 16d 8 10d x 1-1/2 5925 3190 26.36 14.19 4655 2505 20.71 11.14

HDQ1714IF -- 14 1-13/16 13-3/8 3 -- 12 WS3 6 WS15 6730 3175 29.94 14.12 6525 3080 29.02 13.70

HUS179 HUS1.81/10 16 1-13/16 9-1/8 3 -- 30 16d 10 16d 9625 8045 42.81 35.79 8070 7455 35.90 33.16

Min 14 16d 6 10d x 1-1/2 5030 2185 22.37 9.72 4180 2050 18.59 9.12

Max 20 16d 10 10d x 1-1/2 5030 2775 22.37 12.34 4180 2600 18.59 11.57

THDH27925 -- 12 2-3/4 9-1/8 4 -- 46 16d 12 16d 12470 7575 55.47 33.70 9730 7215 43.28 32.09

1) Factored uplift resistance has been increased 15% for short-term loads such as wind and earthquake; reduce for other load durations in accordance with the code. 2) WS15 Wood Screws are 1/4" dia. x 1-1/2" long, WS3 Wood Screws are 1/4" dia. x 3" long and are included with HDQ hangers. 3) NAILS: 10d x 1-1/2 nails are 0.148" dia. x 1-1/2" long, 16d nails are 0.162" dia. x 3-1/2" long. Load tables address hanger/header/fastener limitations only. Joist limitations must be determined for each installation.

2-11/16 x 9-1/4 - 14

HD27925

2-1/2

HU2.75/10 14 2-3/4 9-3/16 2-1/2

14 1-13/16 13-5/16

1-3/4 x 14

1-3/4 x 16

14 HU7 HD1770 1-3/4 x 7-1/4

1-3/4 x 9-1/2

1-3/4 x 11-1/4 - 11-7/8

7-1/81-13/16 2-1/2

HD1714 HU14, U14

HD17112 HU11 14 1-13/16 11-3/8 2-1/2

HD1714 HU14, U14

14

MiTekStock No. GA

Vertical100%

Uplift1

115%

Header JoistFastener Schedule2,3

Min/Max

Vertical100%

D Fir-L Factored Resistance S-P-F Factored ResistanceLbs kN Lbs kN

Vertical100%

Uplift1

115%Uplift1

115%Uplift1

115%Vertical100%

1-13/16 13-5/16 2-1/2

HD17925 HU9 14 1-13/16 2-1/29-1/8

EWP Hangers

H

WD


158

EWP

Hang

ers

Copyright © 2018 M



Dimensions (in)


Min 16 16d 8 10d x 1-1/2 5030 2185 22.37 9.72 4180 2050 18.59 9.12

Max 24 16d 12 10d x 1-1/2 5585 3495 24.84 15.55 4710 3270 20.95 14.55

THDH27112 -- 12 2-3/4 10-7/8 4 -- 56 16d 14 16d 14330 7575 63.74 33.70 12265 7215 54.56 32.09

Min 18 16d 8 10d x 1-1/2 5030 2775 22.37 12.34 4180 2600 18.59 11.57

Max 26 16d 12 10d x 1-1/2 5585 3495 24.84 15.55 4710 3270 20.95 14.55

THDH2714 -- 12 2-3/4 12-1/4 4 -- 66 16d 16 16d 17720 9820 78.82 43.68 15330 8590 68.19 38.21

Min 14 16d 6 10d 5030 2460 22.37 10.94 4180 2200 18.59 9.79

Max 20 16d 10 10d 5870 4070 26.11 18.10 4625 3640 20.57 16.19

HDQ410IF HUCQ410-SDS 14 3-9/16 9 3 -- 12 WS3 6 WS3 8460 4970 37.63 22.11 7385 4335 32.85 19.28

THD410 HHUS410 14 3-5/8 9-1/16 3 -- 38 16d 20 10d 10625 7715 47.26 34.32 9815 7145 43.66 31.78

THDH410 HGUS410 12 3-5/8 9-1/16 4 -- 46 16d 12 16d 12470 7575 55.47 33.70 9730 7215 43.28 32.09

Min 16 16d 8 10d 5030 2460 22.37 10.94 4180 2200 18.59 9.79

Max 24 16d 12 10d 7540 4070 33.54 18.10 6965 3640 30.98 16.19

HDQ412IF HUCQ412-SDS 14 3-9/16 11 3 -- 14 WS3 6 WS3 8135 5220 36.19 23.22 6545 4965 29.11 22.09

THD412 -- 14 3-5/8 11 3 -- 48 16d 20 10d 10625 7715 47.26 34.32 9815 7145 43.66 31.78

THDH412 HGUS412 12 3-5/8 11-1/16 4 -- 56 16d 14 16d 14330 9820 63.74 43.68 12265 8590 54.56 38.21

Min 18 16d 8 10d 5030 2775 22.37 12.34 4180 2600 18.59 11.57

Max 26 16d 12 10d 7540 4070 33.54 18.10 6965 3640 30.98 16.19

THD414 -- 14 3-5/8 12-7/8 3 -- 58 16d 20 10d 10625 7715 47.26 34.32 9815 7145 43.66 31.78

THDH414 HGUS414 12 3-5/8 13-1/16 4 -- 66 16d 16 16d 17720 10790 78.82 48.00 15330 9440 68.19 41.99

Min 22 16d 10 10d 5870 4070 26.11 18.10 4625 3640 20.57 16.19

Max 30 16d 14 10d 7210 4070 32.07 18.10 6660 3640 29.63 16.19

3-1/2 x 18 - 26 HD418 -- 14 3-9/16 16-1/2 2-1/2 -- 28 16d 8 10d 7540 3930 33.54 17.48 6965 3515 30.98 15.64

Min 14 16d 6 16d 5030 2460 22.37 10.94 4180 2200 18.59 9.79

Max 20 16d 10 16d 5870 4070 26.11 18.10 4625 3640 20.57 16.19


THD610 HHUS5.50/10 12 5-1/2 9 3 -- 38 16d 20 10d 11705 7715 52.07 34.32 11245 7145 50.02 31.78

THDH610 HGUS5.25/10, HGUS5.50/10

12 5-1/2 9 4 -- 46 16d 16 16d 12470 9820 55.47 43.68 9730 8590 43.28 38.21

1) Factored uplift resistance has been increased 15% for short-term loads such as wind and earthquake; reduce for other load durations in accordance with the code. 2) WS3 Wood Screws are 1/4" dia. x 3" long and are included with HDQ hangers. 3) NAILS: 10d x 1-1/2 nails are 0.148" dia. x 1-1/2" long, 10d nails are 0.148" dia. x 3" long, 16d nails are 0.162" dia. x 3-1/2" long. Load tables address hanger/header/fastener limitations only. Joist limitations must be determined for each installation.

14-13/16 2-1/23-9/16

HD5210 -- 14 5-3/8 7-7/8 2-1/2

14

5-1/4 x 9-1/4 - 11-7/8

3-1/2 x 16 - 22 HD416 --

2-1/212-13/1614

3-1/2 x 11-1/4 - 16

10-13/16 HD412 -- 14 3-9/16

3-1/2 x 14 - 20

3-9/16-- HD414

2-1/2

8-13/16 2-1/2

3-1/2 x 9-1/4 - 14

HD410 -- 14 3-9/16

2-11/16 x 14 - 16

HD2714 HU2.75/14 14

2-11/16 x 11-1/4 - 16

HD27112 HU2.75/12 14 11-3/16 2-1/2

2-3/4 13-3/16 2-1/2

2-3/4

Vertical100%

MiTekStock No. GA

Vertical100%

Uplift1

115%Uplift1

115%Vertical100%

Uplift1

115%


Min/Max

Header JoistD Fir-L Factored Resistance S-P-F Factored Resistance

Lbs kN Lbs kN

Vertical100%

Uplift1

115%

EWP Hangers

H

WD


159

EWP Hangers

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Dimensions (in)


Min 16 16d 8 16d 5030 2460 22.37 10.94 4180 2200 18.59 9.79

Max 24 16d 12 16d 5870 4070 26.11 18.10 4625 3640 20.57 16.19


THD612 -- 12 5-1/2 11 3 -- 48 16d 20 10d 11705 7715 52.07 34.32 11245 7145 50.02 31.78

THDH612 HGUS5.25/12, HGUS5.50/12

12 5-1/2 11 4 -- 56 16d 20 16d 14725 9820 65.50 43.68 11740 8590 52.22 38.21

Min 18 16d 8 16d 5030 3745 22.37 16.66 4180 3480 18.59 15.48

Max 26 16d 12 16d 7670 4070 34.12 18.10 6430 3640 28.60 16.19

THD614 -- 12 5-1/2 12-7/8 3 -- 58 16d 20 10d 11705 7715 52.07 34.32 11245 7145 50.02 31.78

THDH614 HGUS5.50/14 12 5-1/2 13 4 -- 66 16d 22 16d 17720 10790 78.82 48.00 15330 9440 68.19 41.99

Min 22 16d 10 16d 5870 4070 26.11 18.10 4625 3640 20.57 16.19

Max 30 16d 14 16d 7715 4070 34.32 18.10 6535 3640 29.07 16.19

6-3/4 x 9-1/4 - 14

THDH6710 HGUS210-4, HGUS6.88/10

12 6-7/8 8-13/16 4 -- 46 16d 12 16d 12470 7575 55.47 33.70 9730 7215 43.28 32.09

6-3/4 x 11-1/4 - 18

THDH6712 HGUS212-4, HGUS6.88/12

12 6-7/8 10-13/16 4 -- 56 16d 14 16d 12470 9820 55.47 43.68 9730 8590 43.28 38.21

6-3/4 x 14 - 20 THDH6714 HGUS214-4, HGUS6.88/14

12 6-7/8 12-13/16 4 -- 66 16d 16 16d 17720 10790 78.82 48.00 15330 9440 68.19 41.99

Min 14 16d 6 16d 2460 10.94 2200 9.79

Max 18 16d 8 16d 3745 16.66 3480 15.48

THD7210 HHUS7.25/10 12 7-1/4 9 3 -- 38 16d 20 10d 11705 7715 52.07 34.32 11245 7145 50.02 31.78

THDH7210 HGUS7.25/10 12 7-1/4 9 4 -- 46 16d 12 16d 12470 7575 55.47 33.70 9730 7215 43.28 32.09

Min 16 16d 6 16d 5030 2460 22.37 10.94 4180 2200 18.59 9.79

Max 22 16d 8 16d 5585 3930 24.84 17.48 4710 3515 20.95 15.64

THDH7212 HGUS7.25/12 12 7-1/4 10-1/2 4 -- 56 16d 14 16d 12470 9820 55.47 43.68 9730 8590 43.28 38.21

Min 20 16d 8 16d 5030 3745 22.37 16.66 4180 3480 18.59 15.48

Max 26 16d 12 16d 7670 4070 34.12 18.10 6430 3640 28.60 16.19

THDH7214 HGUS7.25/14 12 7-1/4 12-1/4 4 -- 66 16d 16 16d 17720 10790 78.82 48.00 15330 9440 68.19 41.99

7 x 16 - 22 HD7160 -- 14 7-1/8 15-5/8 2-1/2 -- 24 16d 8 10d 5585 3930 24.84 17.48 4710 3515 20.95 15.64

7 x 18 - 26 HD7180 -- 14 7-1/8 17-3/4 2-1/2 -- 28 16d 8 10d 7670 3930 34.12 17.48 6430 3515 28.60 15.64

1) Factored uplift resistance has been increased 15% for short-term loads such as wind and earthquake; reduce for other load durations in accordance with the code. 2) WS3 Wood Screws are 1/4" dia. x 3" long and are included with HDQ hangers. 3) NAILS: 10d nails are 0.148" dia. x 3" long, 16d nails are 0.162" dia. x 3-1/2" long. Load tables address hanger/header/fastener limitations only. Joist limitations must be determined for each installation.

7 x 14 - 20

7 x 11-1/4 - 16 HD7120 HU412-2

HU414-2 HD7140

14 7-1/8 10-11/16 2-1/2

7 x 9-1/4 - 14

2-1/2 HD7100 HU410-2 14 7-1/8

5-1/4 x 14 - 20

5-3/814-- HD5214 2-1/211-7/8

9-7/8 2-1/2-- 14 5-3/8

5-1/4 x 11-1/4 - 16

MiTekStock No. GA

Vertical100%

Uplift1

115%

HD5212

Vertical100%

Uplift1

115%

Header JoistFastener Schedule2,3

Min/Max

D Fir-L Factored Resistance S-P-F Factored ResistanceLbs kN Lbs kN

Vertical100%

Uplift1

115%Vertical100%

Uplift1

115%

2-1/2137-1/814

5-1/4 x 16 - 22 HD5216 -- 14

5030 22.37 4180 18.59

5-3/8 13-7/8 2-1/2

9

H

WD

160

EWP

Hang

ers

Copyright © 2018 M


TFI / TFL / THO Top Mount Hangers

TFI / THO – Engineered for I-Joist to header applications. Offers full lateral support of the I-Joist top chord, eliminating the need for web stiffeners in most applications. Raised dimple nailing guides help assure correct 45° nailing into the I-Joist bottom flange. The THO’s feature the Seat Cleat® that allows for quick, positive seating. The Seat Cleat® will hold the I-Joist in place, eliminating spring back during nailing in the bottom flange.

TFL – Features 1-1/2" top flange depth that accommodates all header types as well as back-to-back installations. Also features MiTek’s Seat Cleat® for quick, positive seating.

Materials: See EWP Top Mount Hangers charts, pages 164-173.Finish: G90 galvanizingCodes: Load values are derived from data submitted to various North American building code evaluators.

Installation:• Use all specified fasteners. See Product Notes, page 19.• Refer to the top mount chart for applications requiring web stiffeners.• Requirements for web stiffener from the I-Joist manufacturer should be

followed, even if web stiffeners are not required in MiTek literature.


Type Qty Type 100% 115% 100% 115% 100% 115% 100% 115%2X 4 2 10d x 1-1/2 2 10d x 1-1/2 1830 265 8.14 1.18 1575 230 7.01 1.023X 4 2 16d x 2-1/2 2 10d x 1-1/2 2305 265 10.25 1.18 1960 230 8.72 1.02

(2) 2X 4 2 10d 2 10d x 1-1/2 1845 265 8.21 1.18 1585 230 7.05 1.024X 4 2 16d 2 10d x 1-1/2 2495 265 11.10 1.18 1960 230 8.72 1.022X 4 2 10d x 1-1/2 2 10d x 1-1/2 1595 375 7.09 1.67 1250 325 5.56 1.453X 4 2 16d x 2-1/2 2 10d x 1-1/2 1595 375 7.09 1.67 1250 325 5.56 1.45

(2) 2X 4 2 16d x 2-1/2 2 10d x 1-1/2 1595 375 7.09 1.67 1250 325 5.56 1.454X 4 2 16d 2 10d x 1-1/2 1595 375 7.09 1.67 1250 325 5.56 1.452X 4 2 10d x 1-1/2 2 10d x 1-1/2 2095 375 9.32 1.67 1800 325 8.01 1.453X 4 2 16d x 2-1/2 2 10d x 1-1/2 3360 520 14.95 2.31 2890 445 12.86 1.98

(2) 2X 4 2 10d 2 10d x 1-1/2 3415 520 15.19 2.31 2935 445 13.06 1.984X 4 2 16d 2 10d x 1-1/2 3840 520 17.08 2.31 3300 445 14.68 1.982X 4 2 10d x 1-1/2 2 10d x 1-1/2 2930 -- 13.03 -- 2355 -- 10.48 --3X 4 6 16d x 2-1/2 2 10d x 1-1/2 4190 -- 18.64 -- 3290 -- 14.63 --

(2) 2X 4 6 10d 2 10d x 1-1/2 4190 -- 18.64 -- 3290 -- 14.63 --4X 4 2 16d 2 10d x 1-1/2 3685 375 16.39 1.67 3170 325 14.10 1.454X 4 6 16d 2 10d x 1-1/2 4190 375 18.64 1.67 3290 325 14.63 1.45

1) Factored resistances have been increased 15% for short-term loads such as wind and earthquake; reduce for other load durations in accordance with the code. 2) Listed loads shall not be increased. 3) The nailer must be sized to fit the supported width and be of sufficient thickness to satisfy specified top flange nailing requirements. A design professional must specify nailer attachment to steel beams. 4) NAILS: 10d x 1-1/2 nails are 0.148" dia. x 1-1/2" long, 10d nails are 0.148" dia. x 3" long, 16d nails are 0.162" dia. x 3-1/2" long, 16d x 2-1/2 nails are 0.162" dia. x 2-1/2" long.

MiTekSeries

TFL

THO (single joist)

THO (double joist)

TFI

Fastener Schedule4 D Fir-L Factored Resistance2 S-P-F Factored Resistance2

NailerSize3


TopQty

FaceQty

Nailer Options– chart represents maximum factored resistance for hangers used on wood nailers. Reference page 148.

Typical TFL installation

TFL

TFI

Slant Nailingvia dimplenail holes

Diamondholes

Seat Cleat® helps lock I-Joist into place for positive seating and nailing ease.

EWP Hangers

Typical THO installation

THO

TF

WD

H

H

DW

2"

1-1/2"

DW

H

TF

161

EWP Hangers

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BPH / HBPH Top Mount Hangers

These hangers are used to support LVL, LSL, and PSL beams and headers in medium-to-heavy load conditions.

Materials: BPH – 12 gauge; HBPH – 10 gaugeFinish: G90 galvanizingCodes: Load values are derived from data submitted to various North American building code evaluators.

Installation:• Use all specified fasteners. See Product Notes, page 19.• Refer to the top mount chart for applications requiring web stiffeners.• Requirements for web stiffener from the I-Joist manufacturer should

be followed, even if web stiffeners are not required in MiTek literature.• For welded installations, see page 250.


Specialty Options Chart – refer to Specialty Options pages 246 and 248 for additional details


Type Qty Type 100% 115% 100% 115% 100% 115% 100% 115%

2X 4 2 10d x 1-1/2 4 10d x 1-1/2 2995 240 13.32 1.07 2575 205 11.45 0.913X 4 4 16d x 2-1/2 4 10d x 1-1/2 3400 555 15.12 2.47 2925 475 13.01 2.11

(2) 2X 4 4 10d 4 10d x 1-1/2 3325 555 14.79 2.47 2860 475 12.72 2.114X 4 4 16d 4 10d x 1-1/2 3235 555 14.39 2.47 2780 475 12.37 2.112X 6 2 10d x 1-1/2 10 16d 4165 -- 18.53 -- 3490 -- 15.52 --3X 6 6 16d x 2-1/2 10 10d 7370 -- 32.78 -- 5785 -- 25.73 --

(2) 2X 6 8 10d 10 16d 6785 3035 30.18 13.50 5880 2460 26.16 10.944X 6 10 16d 10 16d 9410 3035 41.86 13.50 7630 2460 33.94 10.94


kN

BPH

HBPH

Fastener Schedule4 D Fir-L Factored Resistance2 S-P-F Factored Resistance2

MiTekSeries

Nailer

Size3

Header Joist Lbs kN Lbs

TopQty

FaceQty

Option Skewed1,3 Sloped Seat2 Sloped / Skewed1,2,3 Sloped Top Flange4

Range 1˚ to 50˚ 1˚ to 45˚ See Sloped Seat and Skewed 0˚ to 45˚

1) Skewed hangers with skews greater than 15° may have all joist nailing on outside flange. 2) Sloped or sloped / skewed hangers with slopes greater than 15° may have additional joist nails. 3) For skewed hangers, the required cut type (square or bevel) of joist member may vary based on skew angle and width of hanger. Some square cut hangers will require custom pricing due to welded back plate. 4) Sloped top flanges with slopes greater than 15° may have additional header nails.

100% of table load



Example: BPH3595_SK45R_SQ


to product number.Example:

BPH3595_SL30D

See Sloped Seat and Skewed.Example:

BPH3595_SK45R_SQ_SL30D

Add SF, angle requiredand right (R) or left (L),


BPH3595_SF30L

FactoredResistance

Ordering

100% of table load 100% of table load 100% of table load

EWP Hangers

Typical BPHinstallation

Typical HBPHinstallation

HBPHW

TF

H

D

BPH

H

WD

TF

162

EWP

Hang

ers

Copyright © 2018 M


HLBH Beam Hangers

Heavy-duty hanger for LVL, LSL, and PSL beams.

Materials: 7 gaugeFinish: PrimerCodes: Load values are derived from data submitted to various North American building code evaluators.

Installation:• Use all specified fasteners. See Product Notes, page 19.• For welded installations, see page 250.• NA16D-RS ring shank nails are supplied with HLBH hangers.

Fastener Schedule4

Type Qty Type2x 3 4 10d x 1-1/2 6 10d x 1-1/2 10015 -- 44.55 -- 8120 -- 36.12 --

3x 3 6 16d x 2-1/2 6 10d 11175 -- 49.71 -- 10120 -- 45.02 --

(2) 2x 3 8 10d 6 10d x 1-1/2 6365 -- 28.31 -- 5275 -- 23.46 --

4X 3 8 NA16D-RS 6 10d x 1-1/2 13825 1430 61.50 6.36 12840 1235 57.12 5.49

4X 3 8 NA16D-RS 6 16d 13825 1770 61.50 7.87 12840 1430 57.12 6.36

1) Factored resistances have been increased 15% for short-term loads such as wind and earthquake; reduce for other load durations in accordance with the code. 2) Listed loads shall not be increased. 3) The nailer must be sized to fit the supported width and be of sufficient thickness to satisfy specified top flange nailing requirements. A design professional must specify nailer attachment to steel beams. 4) NAILS: 10d x 1-1/2 nails are 0.148" dia. x 1-1/2" long, 10d nails are 0.148" dia. x 3" long, NA16D-RS nails are 0.148" dia. x 3-1/2" long, 16d nails are 0.162" dia. x 3-1/2" long, 16d x 2-1/2 nails are 0.162" dia. x 2-1/2" long

HLBH

MiTekSeries

NailerSize3

Vertical100%

Uplift1

115%

D Fir-L Factored Resistance2

kN

Uplift1

115%Vertical100%

Uplift1

115%

S-P-F Factored Resistance2

Header Joist Lbs Lbs kN

Vertical100%

Uplift1

115%Vertical100%

TopQty

FaceQty

Option Skewed1,3 Sloped Seat2 Sloped / Skewed1,2,3 Sloped Top Flange4 Top Flange Offset Saddle5 Ridge

Range 1˚ to 50˚ 1˚ to 45˚ See Sloped Seat and Skewed 0˚ to 45˚ -- -- 0˚ to 45˚

1) Skewed hangers with skews greater than 15° may have all joist nailing on outside flange. 2) Sloped or sloped / skewed hangers with slopes greater than 15° may have additional joist nails. 3) Skewed hangers typically require a bevel cut however, a square cut option may be available as a custom when requested. 4) Sloped top flanges with slopes greater than 15° may have additional header nails. 5) Minimum header thickness shall be double the top flange (TF) dimension for 100% table load.

Add OS, and right (R) or left (L),to product number.

Ex. HLBH3595_OSL

100% of table load45% of table load

100% of table loadper side.

See footnote 5.100% of table load


to product number.Ex.

HLBH3595_SA=5-1/2"

Add DA, and angle required


HLBH3595_DA30

Ordering


square cut (SQ) or bevel cut (BV) to

product number. Ex. HLBH3595_SK45R_BV

FactoredResistance

11,620 lbs. Max.50% of uplift load on

skew greater than 15˚.



HLBH3595_SF30L

10,080 lbs. Max.9,575 lbs. Max.

50% of uplift load onskew greater than 15˚.



HLBH3595_SL30D


HLBH3595_SK45R_BV_SL30D


Specialty Options Chart– refer to Specialty Options pages 246, 248-249 for additional details

Typical HLBHinstallation

HLBH

EWP Hangers

H

L

TF4-3/8"

D

W

163

EWP Hangers

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PHM / PHXU Top Flange Hangers

Nailer Options – chart represents maximum factored resistance for hangers used on wood nailers. Reference page 148.


Used to connect LVL, LSL, and PSL beams to headers in medium load conditions using standard nails.

Materials: See EWP Top Mount Hangers charts, pages 164-177.Finish: Primer; PHXU – G90 galvanizing.Codes: Load values are derived from data submitted to various North American building code evaluators.

Installation:• Use all specified fasteners. See Product Notes, page 19.• For welded installations, see page 250.

Type Qty Type Lbs kN Lbs kN Lbs kN Lbs kN2X 2 -- 10d x 1-1/2 2 10d x 1-1/2 4335 19.28 -- -- 3730 16.59 -- --3X 2 -- 16d x 2-1/2 2 10d x 1-1/2 5140 22.86 -- -- 4420 19.66 -- --

(2) 2X 2 -- 10d 2 10d x 1-1/2 4790 21.31 -- -- 4120 18.33 -- --4X 2 -- 16d 2 10d x 1-1/2 4685 20.84 -- -- 4030 17.93 -- --2X 4 -- 10d x 1-1/2 6 10d x 1-1/2 4240 18.86 -- -- 3550 15.79 -- --3X 4 2 16d x 2-1/2 6 10d x 1-1/2 6315 28.09 -- -- 6005 26.71 -- --

(2) 2X 4 2 10d 6 10d x 1-1/2 5880 26.16 -- -- 4930 21.93 -- --4X 4 4 16d 6 10d x 1-1/2 6370 28.34 1210 5.38 4420 19.66 920 4.092X 4 -- 10d x 1-1/2 6 10d 4525 20.13 -- -- 3590 15.97 -- --3X 4 2 16d x 2-1/2 6 10d 6380 28.38 -- -- 5170 23.00 -- --

(2) 2X 4 2 10d 6 10d 6200 27.58 -- -- 5110 22.73 -- --4X 4 4 16d 6 10d x 1-1/2 7610 33.85 1005 4.47 5170 23.00 865 3.854X 4 4 16d 6 10d 7610 33.85 1290 5.74 5170 23.00 1150 5.12


PHXU widths < 3-1/2"

PHXU width > 3-1/2"

MiTekSeries

Vertical 100% Uplift 115%1 Vertical 100% Uplift 115%1

PHM

Nailer

Size3

Fastener Schedule4 D Fir-L


S-P-F

Factored Resistance2Header Joist

TopQty

FaceQty

Option Skewed1,3,5 Sloped Seat2 Sloped / Skewed1,2,3 Sloped Top Flange4 Saddle5,6 RidgePHM 1˚ to 84˚ 0˚ to 45˚PHXU 1˚ to 60˚ N/A

1) Skewed hangers with skews greater than 15° may have all joist nailing on outside flange. 2) Sloped or sloped/skewed hangers with slopes greater than 15° may have additional joist nails. 3) For skewed hangers, the required cut type (square or bevel) of joist member may vary based on skew angle and width of hanger. Some square cut hangers will require custom pricing due to welded back plate. 4) Sloped top flanges with slopes greater than 15° may have additional header nails. 5) Skewed, top flange offset, or saddle options will have a solid, welded top flange. 6) Minimum header thickness shall be double the top flange (TF) dimension for 100% table load. 7) PHXU offset option - hanger will be welded with a closed top angle, not formed.

Range

FactoredResistance


square cut (SQ) orbevel cut (BV) to product number.

Ex: PHXU1795_SK45R_SQ

Ordering

PHXU

PHM

100% of table load

PHM

PHXU


Ex: PHXU1795_OSL

Add SL, slope required,

and up (U) or down (D), to

product number.Ex:

PHXU1795_SL30D

See Sloped Seatand Skewed.

Ex: PHXU1795_SK45R_SQ_SL30D


to product number.Ex:

PHXU1795_SF30L

100% of table load

% oftable load

60%75%85%

MiTekSeries

Hanger Width 3-1/2" or less 3-9/16" to 5-1/2" 5-9/16" to 7-1/2"

Add DA, and angle required to product

number.Ex. PHXU1795_DA30

N/A

Top Flange Offset5,7


--0° to 35° --1˚ to 45˚


to product number.Ex:

PHXU1795_SA=5-1/2"

100% of table load100% of table load

100% of table load up toMax. load of 5615 lbs.

100% of table load up toMax. load of 3600 lbs.

100% of table load.See footnote 6.

PHM

EWP Hangers

Typical PHXUinstallation

L

DW

H

TF

PHXU

W

L

D

TF

H

164

EWP

Hang

ers

Copyright © 2018 M




Uplift1

Joist Size Ref. No. Ga. W H D L TF Type2 Qty Type Unit LVL PSL LSL SPF

Lbs 1935 1860 1920 1250 1445 1595 420

kN 8.61 8.27 8.54 5.56 6.43 7.09 1.87

Lbs 4415 4415 4415 3965 -- 5050 1140

kN 19.64 19.64 19.64 17.64 -- 22.46 5.07

Lbs 1935 1860 1920 1360 1815 1730 490

kN 8.61 8.27 8.54 6.05 8.07 7.70 2.18

Lbs 4415 4415 4415 3965 -- 5050 1140

kN 19.64 19.64 19.64 17.64 -- 22.46 5.07

Lbs 4415 4415 4415 3965 -- 5050 1140

kN 19.64 19.64 19.64 17.64 -- 22.46 5.07

Lbs 1935 1860 1920 1505 1880 1915 490

kN 8.61 8.27 8.54 6.69 8.36 8.52 2.18

Lbs 4415 4415 4415 3965 -- 5050 1140

kN 19.64 19.64 19.64 17.64 -- 22.46 5.07

Lbs 1485 1485 1485 1285 1485 1635 420

kN 6.61 6.61 6.61 5.72 6.61 7.27 1.87

Lbs 4415 4415 4415 3965 -- 5050 1140

kN 19.64 19.64 19.64 17.64 -- 22.46 5.07

Lbs 1935 1860 1920 1250 1445 1595 420

kN 8.61 8.27 8.54 5.56 6.43 7.09 1.87

Lbs 2370 2305 2450 1285 1795 1635 420

kN 10.54 10.25 10.90 5.72 7.98 7.27 1.87

Lbs 2370 2305 2450 1285 1795 1635 420

kN 10.54 10.25 10.90 5.72 7.98 7.27 1.87

Lbs 1485 1485 1485 1285 1795 1635 420

kN 6.61 6.61 6.61 5.72 7.98 7.27 1.87

Lbs 6370 6370 6370 6075 -- 7740 1890

kN 28.34 28.34 28.34 27.02 -- 34.43 8.41

Lbs 4890 4890 4890 4160 -- 5300 1140

kN 21.75 21.75 21.75 18.50 -- 23.58 5.07

Lbs 5090 4795 4435 4450 -- 5670 --

kN 22.64 21.33 19.73 19.79 -- 25.22 --

Lbs 6370 6370 6370 6075 -- 7740 1890

kN 28.34 28.34 28.34 27.02 -- 34.43 8.41

Lbs 1935 1860 1920 1585 1570 2020 490

kN 8.61 8.27 8.54 7.05 6.98 8.99 2.18

Lbs 4890 4890 4890 4160 -- 5300 1140

kN 21.75 21.75 21.75 18.50 -- 23.58 5.07

Lbs 5090 4795 4435 4450 -- 5670 --

kN 22.64 21.33 19.73 19.79 -- 25.22 --

Lbs 6370 6370 6370 6075 -- 7740 1890

kN 28.34 28.34 28.34 27.02 -- 34.43 8.41

Lbs 4890 4890 4890 4160 -- 5300 1140

kN 21.75 21.75 21.75 18.50 -- 23.58 5.07

Lbs 5090 4795 4435 4450 -- 5670 --

kN 22.64 21.33 19.73 19.79 -- 25.22 --

Lbs 6370 6370 6370 6075 -- 7740 1890

kN 28.34 28.34 28.34 27.02 -- 34.43 8.41

1) Factored uplift resistance has been increased 15% for short-term loads such as wind and earthquake; reduce for other load durations in accordance with the code. 2) When I-joist is used as a header, all nails must be 10d x 1-1/2. 3) NAILS: 10d x 1-1/2 nails are 0.148" dia. x 1-1/2" long, 10d nails are 0.148" dia. x 3" long, 16d nails are 0.162" dia. x 3-1/2" long. Load tables address hanger/header/fastener limitations only. Joist limitations must be determined for each installation.

11-1/4

11-1/4

11-1/41-13/16

1-11/162-3/8

2-1/2 7

10

4 10d x 1-1/2

6 10d x 1-1/2

2 16d 2 10d x 1-1/2

4 16d

6

--

4

4 10d x 1-1/2

--

3-1/4

3

2-1/2

1-3/4 x 11-1/4

12

7/10

7

x BPH17112

PHM17112

LBV1.81/11.25

--

WPU1.81/11.25

x

x PHXU17112

1-13/16

1-13/16

-- 4 16d

1-5/8 x 14

THO15140

BPH1514

1-1/2 x 14

1-1/2 x 9-1/4

THO15925 LT15925 --

BPH15925 x

1-1/2 x 11-7/8

THO15118

BPH15118

THO16950

THO16112

THO16118 1-5/8 x 11-7/8

--

--

x LBV1.56/14

--

--

--

1-3/4 x 7-1/4

LBV1.56/9.25

THO16140

PHXU17725

--

Joist Web StiffReqd

Header

4 16d1-13/16

18

12

--

x 12

1-5/8 x 9-1/2

1-5/8 x 11-1/4

21-9/16 9-1/4

9-1/4 2-3/8 4

1-1/2 2 10d x 1-1/2

-- 1-1/2

--

--

10d x 1-1/2

16d 4 10d x 1-1/2

4

4

10d 2

16d 41-1/2 4

4 10d 2

1-9/16 16d

--

9-1/21-9/16

1-1/2 11-7/8

12

16

11-7/8

9-1/2

11-1/4

11-7/8

14

14

14

1-1/2 x 9-1/2

1-1/2 x 11-1/4

THO15950

BPH1595

BPH15112 x

LBV1.81/7.25, WP1.81/7.25

-- 1-1/2

1-1/2--

x

LT159

LBV1.56/9.5, MIT29.5

LBV1.56/11.25

LT151188, MIT211.88

LBV1.56/11.88

--

2--

x

2-3/8

2-3/8

18

18

12

1-1/2 9-1/2

10d x 1-1/22 -- 1-9/16

1-9/16 10d x 1-1/2--11-1/4

7

1-9/16

1-9/16

1-9/16

1-11/16

1-11/16

1-11/16

16

12

18

16

16

1-11/16

2

2

3

--

--

--

--

--

2-3/8

2-3/8

2-3/8

2

--

--

10d x 1-1/2

10d x 1-1/2

1-3/4

4 16d 4

4 10d 2

1-1/2

1-1/2

1-1/2

1-1/2

1-1/2

1-1/2

4 16d 4 10d x 1-1/2

4 10d 2

6 10d x 1-1/2109-1/4

1-13/16

7-1/4 3-1/4 2-1/2 6

2-1/2

2-3/8

2-1/2

3-1/4

--

7

16d 4

4

10d x 1-1/210

--

1-3/4 x 9-1/2

THO17950 LT179, ITS1.81/9.5

--

PHXU1795 -- x

1-11/16

3 1-3/4 x 9-1/4 1-13/16

1-13/16

LBV1.81/9.25

WP9.25

WPU1.81/9.25

12

7/10

7 1-13/16 9-1/2 3-1/4 10 2-1/2

PHM1795

Factored Resistance

Header Material (100%)

WP9 x 7/10 1-13/16 9-1/2 2-1/2 7 3

2-3/8 -- 1-11/16

4 10d 2 10d x 1-1/2

BA1.81/9.5, LBV1.81/9.5, MIT9.5

x 12 1-13/16 9-1/2

18 1-3/4

4 16d 6 10d x 1-1/2

BPH1795

9-1/2 2 -- 1-1/2

10d x 1-1/24 16d 46

--

4

2

MiTekStock No.

D Fir-L I-Joist2

D Fir-L115%

2 16d 2 10d x 1-1/2

10d x 1-1/2

16d 2 10d x 1-1/2

BPH17925

PHM17925

PHXU17925

4

2

x

x

9-1/4

9-1/4

7x 4 16d

2

6

2

6

6

2

6

6

6

D Fir-LTopQty

FaceQty

2

2

2

6

4

6

10d 2 10d x 1-1/2

4 10d 2 10d x 1-1/2

4 10d 2 10d x 1-1/2

10d x 1-1/2

4

4 10d

EWP Hangers

H

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165

EWP Hangers

Copy

right

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Inc.

All

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ved



Uplift1


Lbs 1935 1860 1920 1665 1735 2125 490

kN 8.61 8.27 8.54 7.41 7.72 9.45 2.18

Lbs 4890 4890 4890 4160 -- 5300 1140

kN 21.75 21.75 21.75 18.50 -- 23.58 5.07

Lbs 5090 4795 4435 4450 -- 5670 --

kN 22.64 21.33 19.73 19.79 -- 25.22 --

Lbs 6370 6370 6370 6075 -- 7740 1890

kN 28.34 28.34 28.34 27.02 -- 34.43 8.41

Lbs 2370 2305 2450 1960 1795 2495 265

kN 10.54 10.25 10.90 8.72 7.98 11.10 1.18

Lbs 4890 4890 4890 4160 -- 5300 1140

kN 21.75 21.75 21.75 18.50 -- 23.58 5.07

Lbs 5090 4795 4435 4450 -- 5670 --

kN 22.64 21.33 19.73 19.79 -- 25.22 --

Lbs 6370 6370 6370 6075 -- 7740 1890

kN 28.34 28.34 28.34 27.02 -- 34.43 8.41

Lbs 2370 2305 2450 1960 1795 2495 265

kN 10.54 10.25 10.90 8.72 7.98 11.10 1.18

Lbs 4890 4890 4890 4160 -- 5300 1140

kN 21.75 21.75 21.75 18.50 -- 23.58 5.07

Lbs 5090 4795 4435 4450 -- 5670 --

kN 22.64 21.33 19.73 19.79 -- 25.22 --

Lbs 2370 2305 2450 1960 1795 2495 265

kN 10.54 10.25 10.90 8.72 7.98 11.10 1.18

Lbs 2370 2305 2450 1960 1795 2495 265

kN 10.54 10.25 10.90 8.72 7.98 11.10 1.18

Lbs 2370 2305 2450 1960 1795 2495 265

kN 10.54 10.25 10.90 8.72 7.98 11.10 1.18

Lbs 2370 2305 2450 1960 1795 2495 265

kN 10.54 10.25 10.90 8.72 7.98 11.10 1.18

Lbs 2370 2305 2450 1960 1795 2495 265

kN 10.54 10.25 10.90 8.72 7.98 11.10 1.18

Lbs 2370 2305 2450 1960 1795 2495 265

kN 10.54 10.25 10.90 8.72 7.98 11.10 1.18

Lbs 2370 2305 2450 1960 1795 2495 265

kN 10.54 10.25 10.90 8.72 7.98 11.10 1.18

Lbs 3910 3910 3910 3385 2950 4310 485

kN 17.39 17.39 17.39 15.06 13.12 19.17 2.16

Lbs 3685 3220 3260 3290 -- 4190 505

kN 16.39 14.32 14.50 14.63 -- 18.64 2.25

Lbs 5140 5140 4435 4450 -- 5670 --

kN 22.86 22.86 19.73 19.79 -- 25.22 --


16d14 2-1/2 --

2-1/2

2-3/8 --

7

2

2

10d x 1-1/2

4

2-1/4 - 2-5/16 x 14

TFL2314 LT2314, ITS2.37/14

THO23140 LBV2.37/14

TFI3514 MIT3514

x

--

-- 4 10d14 22-5/16

2-3/8

2-3/8 2 10d x 1-1/2

2 10d x 1-1/2

--

1-1/2

2 --

4 10d 2

PHM2314 WP3514

18

-- 18

7/10

16

1-1/2

2

3

14

14

2-3/8 2-1/16

2

16d 2

--

18

TFL2016 LT2016

10d x 1-1/2

2-1/8

2-1/8

10d x 1-1/2

2-5/16

14

2-5/16

16

4 10d 2

2

9-1/2

11-7/8 2 --

2 --

1-1/2

1-1/2

1-1/2

2 - 2-1/8 x 14

2 - 2-1/8 x 16

2-1/4 - 2-5/16 x 9-1/2

2-1/4 - 2-5/16 x 11-7/8

TFL2014 LT214, ITS2.06/14

TFL23118 LT231188, ITS2.37/11.88

--

2 ---- 18

-- 18 TFL2395 LT239, ITS2.37/9.5

-- 18

1-3/4 x 11-7/8

1-3/4 x 14

Web StiffReqd

BPH1714

TFL1714

PHXU1714

PHM1714

LT171188, ITS1.81/11.88, MIT11.88

BA1.81/11.88, LBV1.81/11.88

WP11

WPU1.81/11.88

THO17118

BPH17118

PHM17118

PHXU17118

--

x

x

WP14

WPU1.81/14

LT1714, ITS1.81/14

BA1.81/14, LBV1.81/14, MIT1.81/14

--

x

18

x 12

x 7/10

x 7

2 --

--

7

101-13/16

1-13/16

1-13/16

1-3/4 11-7/8

11-7/8 2-3/8

11-7/8 2-1/2

11-7/8 3-1/4

3

1-9/16

1-11/16

2 16d 2 10d x 1-1/2

4 16d 6 10d x 1-1/2

4 10d 2 10d x 1-1/2

4 16d 4 10d x 1-1/2

2-1/2

18

12 14

16d1-13/16

1-13/16

2-3/8

2-1/2

3-1/4

1-3/4

1-13/16

16d

14

14

14 2

7/10

--

--

10d 2

27

10

10d

2

1-1/2

2-1/2 4

2

6

--

2

1-11/16

3

2-1/8

10d x 1-1/2

4 16d 4 10d x 1-1/2

2 16d 2 10d x 1-1/2

16

16

1-1/2

9-1/2

11-7/8 2

10d x 1-1/2

4

4

--

1-1/2

2

4 10d18

12

2 --

2-3/8

1-3/4

1-13/16 --

10d x 1-1/267 4

2 - 2-1/8 x 9-1/2

2 - 2-1/8 x 11-7/8

1-3/4 x 16

--

x

x

LT1716, ITS1.81/16

TFL20118 LT2011.88, ITS2.06/11.88

--

LT209, ITS2.06/9.5

TFL1716

BPH1716 B1.81/16, LBV1.81/16, MIT1.81/16

WP16

Factored Resistance

D Fir-L I-Joist2

D Fir-L115%

MiTekStock No.

Header Joist Header Material (100%)

18

TFL2095

PHM1716

1-11/16

-- 2 -- 1-1/218 2-1/8

2

7/10 3161-13/16 2-1/2 7

10d x 1-1/2

10d

TopQty

FaceQty

2

6

--

4

2

6

--

4

4

10d x 1-1/2

10d

4

4

4

D Fir-L

2

2

2

2

2

2

8

10d x 1-1/2

16d 4 10d x 1-1/2

10d x 1-1/2

10d 2 10d x 1-1/2

10d x 1-1/2

10d 2

EWP Hangers

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Copyright © 2018 M




Uplift1

Joist Size Ref. No. Ga. W H D L TF Type2 Qty Type Unit LVL PSL LSL SPFLbs 2370 2305 2450 1960 1795 2495 265

kN 10.54 10.25 10.90 8.72 7.98 11.10 1.18

Lbs 3685 3220 3260 3290 -- 4190 505

kN 16.39 14.32 14.50 14.63 -- 18.64 2.25

Lbs 5140 5140 4435 4450 -- 5670 --

kN 22.86 22.86 19.73 19.79 -- 25.22 --

Lbs 3685 3220 3260 3290 -- 4190 505

kN 16.39 14.32 14.50 14.63 -- 18.64 2.25

Lbs 5140 5140 4435 4450 -- 5670 --

kN 22.86 22.86 19.73 19.79 -- 25.22 --

Lbs 3685 3220 3260 3290 -- 4190 505

kN 16.39 14.32 14.50 14.63 -- 18.64 2.25

Lbs 5140 5140 4435 4450 -- 5670 --

kN 22.86 22.86 19.73 19.79 -- 25.22 --

Lbs 2370 2305 2450 1960 1795 2495 265

kN 10.54 10.25 10.90 8.72 7.98 11.10 1.18

Lbs 2370 2305 2450 1960 1795 2495 265

kN 10.54 10.25 10.90 8.72 7.98 11.10 1.18

Lbs 2370 2305 2450 1960 1795 2495 265

kN 10.54 10.25 10.90 8.72 7.98 11.10 1.18

Lbs 2370 2305 2450 1960 1795 2495 265

kN 10.54 10.25 10.90 8.72 7.98 11.10 1.18

Lbs 2370 2305 2450 1960 1795 2495 265

kN 10.54 10.25 10.90 8.72 7.98 11.10 1.18

Lbs 2640 2640 2640 2285 2640 2910 485

kN 11.74 11.74 11.74 10.16 11.74 12.94 2.16

Lbs 2370 2305 2450 1960 1795 2495 265

kN 10.54 10.25 10.90 8.72 7.98 11.10 1.18

Lbs 2370 2305 2450 1960 1795 2495 265

kN 10.54 10.25 10.90 8.72 7.98 11.10 1.18

Lbs 3910 3910 3910 3385 2950 4310 485

kN 17.39 17.39 17.39 15.06 13.12 19.17 2.16

Lbs 3685 3220 3260 3290 -- 4190 505

kN 16.39 14.32 14.50 14.63 -- 18.64 2.25

Lbs 5140 5140 4435 4450 -- 5670 --

kN 22.86 22.86 19.73 19.79 -- 25.22 --

Lbs 2370 2305 2450 1960 1795 2495 265

kN 10.54 10.25 10.90 8.72 7.98 11.10 1.18

Lbs 3685 3220 3260 3290 -- 4190 505

kN 16.39 14.32 14.50 14.63 -- 18.64 2.25

Lbs 5140 5140 4435 4450 -- 5670 --

kN 22.86 22.86 19.73 19.79 -- 25.22 --

Lbs 3685 3220 3260 3290 -- 4190 505

kN 16.39 14.32 14.50 14.63 -- 18.64 2.25

Lbs 3685 3220 3260 3290 -- 4190 505

kN 16.39 14.32 14.50 14.63 -- 18.64 2.25

Lbs 4675 4205 4250 4175 -- 5315 505

kN 20.80 18.70 18.90 18.57 -- 23.64 2.25


10d x 1-1/22-1/2 41-1/2--

TFL25938 LT259375 10d x 1-1/2

2

2-1/2

--

--

9-1/4

2 10d x 1-1/2

2

10d x 1-1/24

16d 2 10d x 1-1/22

10d x 1-1/2

10d x 1-1/2

2-1/2 x 9-3/8 2

29-1/2 2-1/2 x 9-1/2 TFL2595 LT259, ITS2.56/9.5

-- 18 10d 2

2-1/2 49-3/8 1-1/22 ---- 18 10d2

2

2-1/4 - 2-5/16 x 20

PHM2318 WP3518

PHM2320 WP3520

2-1/2 x 9-1/4 TFL25925 LT25925, ITS2.56/9.25

2-1/4 - 2-5/16 x 18

TFI3518 HIT3518, LBV2.37/18, MIT3518

10d x 1-1/2

2-1/4 - 2-5/16 x 16

--

x

--

2-3/8

2-5/16

2-3/8

4 10d16

16

716

1-1/2

2-1/16

3

4

PHM2316 WP3516

TFL2316 ITS2.37/16

2-1/2 2

1-1/2

2-1/16

2-1/16

3

2-1/2

2-3/8

4 16d 2

20

2

2-1/2

2-1/2

2-1/2

2-1/2

7

--

--

--

7

16d

2

TFI3516 MIT3516

-- 18 10d

x 7/10

16

7/10

20

2-3/8

2-3/8

2-3/8

18

18 3

TFI3520 HIT3520, LBV2.37/20, MIT3520

-- 16

-- 16

x 7/10

18

4 10d x 1-1/2

10d x 1-1/2

2-9/16

16

16

2

2-3/8

7

--

--

10d x 1-1/2

10d x 1-1/2

10d x 1-1/2

10d x 1-1/2

--

2-9/16 14 2-1/2 --

7/10

2-1/2 x 16

2-1/2 x 18

2-1/2 x 20

2-1/2 x 22

16d 2

4 16d 2

4 10d 2

16d-- 16

-- 16

-- 18

-- 16

-- 7/10

22 4 16d 2 10d x 1-1/2

10d x 1-1/24 2

TFL2516

TFI316

HIT322, LBV2.56/22, WPI322

PHM2516

TFI322

LT2516, ITS2.56/16

LBV2.56/16, MIT316

WPI316

HIT318, LBV2.56/18, MIT318

HIT320, LBV2.56/20, MIT320

TFI318

TFI320

--2-9/16-- 16

10d x 1-1/2

2-1/2

2-9/16

2

16

2-1/2

2-1/2

2-1/2

2-9/16

2-9/16

18

20

2-1/2

2-1/2

2

2

2

1-1/2

2

3

--

--

2

4 10d 2

10d1-1/2

2

4 16d 2

16d 2

2 16d 2

2

7 3

LT2514, ITS2.56/14

--

WPI314 2-1/2

--

2-9/16

2-9/16

2

11-7/8 2

2 4

2-1/2 x 14

4

2

-- 18

-- 18

--

TFL2514

THO25140

PHM2514

14

14

14

2-1/2

--

TFI314 MIT314 -- 16

18

1-15/16--

-- 1-1/2

11-7/8 2-3/8

13

2-9/16

2-1/2 2-1/2 x 13

1-1/2--2-1/2

1-1/2---- 18

MIT311.88

LT2513

TFL25112

TFL25118

THO25118

TFL2513

LT251125, ITS2.56/11.25

LT251188, ITS2.56/11.88

2-1/2 11-1/4 2

-- 18

-- 16

--

Factored Resistance

MiTekStock No.


D Fir-L I-Joist2

D Fir-L115%

2-1/2 x 11-1/4

2-1/2 x 11-7/8

10d x 1-1/24 10d

10d x 1-1/2

4 10d 2 10d x 1-1/2

2

4 10d 2

Web StiffReqd

10d x 1-1/2

16d

TopQty

FaceQty

2

2

--

2

--

2

--

2

4

D Fir-L

2

2

6

2

2

6

2

2

8

2

--

2

10d 2 10d x 1-1/2

10d x 1-1/2

2

16d 2

16d

2

2 10d x 1-1/2

EWP Hangers

H

W

L

TF

D


167

EWP Hangers

Copy

right

© 2

018

MiT

ek In

dust

ries,

Inc.

All

Righ

ts R

eser

ved



Uplift1


Lbs 4675 4205 4250 4175 -- 5315 505

kN 20.80 18.70 18.90 18.57 -- 23.64 2.25

Lbs 4675 4205 4250 4175 -- 5315 505

kN 20.80 18.70 18.90 18.57 -- 23.64 2.25

Lbs 2340 2340 2340 2025 2950 2580 485

kN 10.41 10.41 10.41 9.01 13.12 11.48 2.16

Lbs 2535 2535 2535 2285 2640 2910 485

kN 11.28 11.28 11.28 10.16 11.74 12.94 2.16

Lbs 3910 3910 3910 3385 2950 4310 485

kN 17.39 17.39 17.39 15.06 13.12 19.17 2.16

Lbs 3910 3910 3910 3385 2950 4310 485

kN 17.39 17.39 17.39 15.06 13.12 19.17 2.16

Lbs 8670 8330 8670 7090 -- 9030 1770

kN 38.57 37.05 38.57 31.54 -- 40.17 7.87

Lbs 14725 15180 13825 12215 -- 15560 2530

kN 65.50 67.52 61.50 54.34 -- 69.21 11.25

Lbs 8670 8330 8670 7090 -- 9030 1770

kN 38.57 37.05 38.57 31.54 -- 40.17 7.87

Lbs 14725 15180 13825 12215 -- 15560 2530

kN 65.50 67.52 61.50 54.34 -- 69.21 11.25

Lbs 8670 8330 8670 7090 -- 9030 1770

kN 38.57 37.05 38.57 31.54 -- 40.17 7.87

Lbs 14725 15180 13825 12215 -- 15560 2530

kN 65.50 67.52 61.50 54.34 -- 69.21 11.25

Lbs 8670 8330 8670 7090 -- 9030 1770

kN 38.57 37.05 38.57 31.54 -- 40.17 7.87

Lbs 14725 15180 13825 12215 -- 15560 2530

kN 65.50 67.52 61.50 54.34 -- 69.21 11.25

Lbs 8670 8330 8670 7090 -- 9030 1770

kN 38.57 37.05 38.57 31.54 -- 40.17 7.87

Lbs 14725 15180 13825 12215 -- 15560 2530

kN 65.50 67.52 61.50 54.34 -- 69.21 11.25

Lbs 8670 8330 8670 7090 -- 9030 1770

kN 38.57 37.05 38.57 31.54 -- 40.17 7.87

Lbs 14725 15180 13825 12215 -- 15560 2530

kN 65.50 67.52 61.50 54.34 -- 69.21 11.25

Lbs 5265 5055 5435 4285 -- 5455 1140

kN 23.42 22.49 24.18 19.06 -- 24.27 5.07

Lbs 8670 8330 8670 7090 -- 9030 1770

kN 38.57 37.05 38.57 31.54 -- 40.17 7.87

Lbs 3355 3585 3585 3180 3790 4050 2140

kN 14.92 15.95 15.95 14.15 16.86 18.02 9.52

Lbs 5265 5055 5435 4285 -- 5455 1140

kN 23.42 22.49 24.18 19.06 -- 24.27 5.07

Lbs 8670 8330 8670 7090 -- 9030 1770

kN 38.57 37.05 38.57 31.54 -- 40.17 7.87

1) Factored uplift resistance has been increased 15% for short-term loads such as wind and earthquake; reduce for other load durations in accordance with the code. 2) When I-joist is used as a header, all nails must be 10d x 1-1/2. 3) NAILS: 10d x 1-1/2 nails are 0.148" dia. x 1-1/2" long, 10d nails are 0.148" dia. x 3" long, NA16D-RS nails are 0.148" dia. x 3-1/2" long, 16d nails are 0.162" dia. x 3-1/2" long. Load tables address hanger/header/fastener limitations only. Joist limitations must be determined for each installation.

10d

4 16d 6 10d

Web StiffReqd

7 9-1/4 2-1/2 16d

4 16d 62-1/2

1-1/2

2-7/16

10

--

-- 16d 4

3 NA16D-RS 6

2-1/2

3-1/16

3-1/8 3-1/4

410

4

PHXU3195

2-11/16 x 9-1/4

2-11/16 x 9-1/2

2-11/16 x 11-1/4

2-11/16 x 11-7/8

2-11/16 x 14

2-11/16 x 16

4

3 x 9-1/4

3 x 9-1/2 BPH3195

THO15950-2

PHXU31925

3

3-1/4

2-3/8

3-1/8

3-1/8

9-1/4

9-1/2

9-1/2

9-1/2

LBV3.12/9.5

WP29.5-2

WP29.25-2

LT2-159, MIT29.5-2

7

x 16

x

12

x 7

x

10d x 1-1/2

4 16d 6 10d x 1-1/2

10

12

4

12

--

6

3-1/4

6

12

10

12

11-7/8

9-1/4

2-3/4

2-3/4

2-3/4

2-3/4

3 NA16D-RS 6 10d x 1-1/2

4 16d 6 10d x 1-1/2

16d 6 10d x 1-1/2

3 NA16D-RS 6 10d x 1-1/2

4 16d 6 10d x 1-1/2

6

--

x 7

3 NA16D-RS 6 10d x 1-1/2

4 16d 4 10d

3 NA16D-RS 6 10d x 1-1/2

4 16d 6 10d x 1-1/2

3 NA16D-RS 6 10d x 1-1/2

4

HWU2.75/9.25

GLTV2.75/9.25

--

GLTV2.75/9.5

--

GLTV2.75/11.25

-- 7

x 7

x 7

-- 7

x 7

-- 7

x 7

-- 7

x 7

PHXU27925

HLBH27925

PHXU2795

HLBH2795

PHXU27112

HLBH27112

PHXU27118

HLBH27118

PHXU2714

HLBH2714

PHXU2716

HLBH2716

BPH31925

12

10

12

10

12

10

LBV3.12/9.25

--

GLTV2.75/11.88

--

GLTV2.75/14

--

GLTV2.75/16

x 12

-- 7

3-1/4

6

3

3-1/4

6

3-1/4

6

3-1/4

3-1/4 102-3/4

2-3/4

2-3/4

2-3/4

9-1/2

9-1/2

11-1/4

11-1/4

11-7/8

2-3/4

2-3/4

2-3/4

9-1/4

2-3/4

2-1/8

2-3/4

2-1/2

2-3/4

2-11/16

11-7/8

2

2

2

14

2-3/4

2-1/214

14

16

16

2-3/4

2-1/2

2-3/4

2-1/2

2-3/4

2-1/2

3-1/8

2-5/8 x 11-7/8

2-5/8 x 14

2-5/8 x 16 --

THO26118

THO26140

THO26160

--

--

4 10d 2 10d x 1-1/2

4 10d 2 10d x 1-1/2

-- 18

-- 18

16 2-3/8 --

2-3/8 --2-11/16 8

8

-- 16 2-3/82-11/16 --

2-9/16 2-1/2 --

22

4 10d 26

2-11/16 9-1/2 2-3/8 4 10d6

2-1/2 x 24 4 16d 216

2-1/2 x 26 -- 16 TFI326

22-9/16 TFI324 HIT324, LBV2.56/24, WPI324

-- 2-1/224

HIT326, LBV2.56/26, WPI326

6

2-5/8 x 9-1/2 THO26950

--

Factored Resistance

MiTekStock No.


D Fir-L I-Joist2

D Fir-L115%

--

26 4 16d 2 10d x 1-1/22

10d x 1-1/2

-- 18--

TopQty

FaceQty

6

D Fir-L

12

6

4

6

6

4

4

12

4

12

4

12

4

12

4

10d x 1-1/2

10d x 1-1/2

6 10d x 1-1/2

16d 6 10d x 1-1/2

10d x 1-1/2

EWP Hangers

H

W

L

TF

D


168

EWP

Hang

ers

Copyright © 2018 M




Uplift1


Lbs 5265 5055 5435 4285 -- 5455 1140

kN 23.42 22.49 24.18 19.06 -- 24.27 5.07

Lbs 8670 8330 8670 7090 -- 9030 1770

kN 38.57 37.05 38.57 31.54 -- 40.17 7.87

Lbs 3355 3550 3550 3155 3790 4020 2140

kN 14.92 15.79 15.79 14.03 16.86 17.88 9.52

Lbs 5265 5055 5435 4285 -- 5455 1140

kN 23.42 22.49 24.18 19.06 -- 24.27 5.07

Lbs 8670 8330 8670 7090 -- 9030 1770

kN 38.57 37.05 38.57 31.54 -- 40.17 7.87

Lbs 5265 5055 5435 4285 -- 5455 1140

kN 23.42 22.49 24.18 19.06 -- 24.27 5.07

Lbs 8670 8330 8670 7090 -- 9030 1770

kN 38.57 37.05 38.57 31.54 -- 40.17 7.87

Lbs 9575 8330 9245 8280 -- 10550 2355

kN 42.59 37.05 41.12 36.83 -- 46.93 10.48

Lbs 2950 2950 2950 2620 2950 3335 485

kN 13.12 13.12 13.12 11.65 13.12 14.83 2.16

Lbs 5300 5055 5435 4340 -- 5530 2080

kN 23.58 22.49 24.18 19.31 -- 24.60 9.25

Lbs 11005 11005 11005 8640 -- 11005 5530

kN 48.95 48.95 48.95 38.43 -- 48.95 24.60

Lbs 5395 5140 4435 4665 -- 5940 --

kN 24.00 22.86 19.73 20.75 -- 26.42 --

Lbs 9575 8330 9245 8280 -- 10550 2355

kN 42.59 37.05 41.12 36.83 -- 46.93 10.48

Lbs 15295 15215 13825 11730 -- 14940 2530

kN 68.04 67.68 61.50 52.18 -- 66.46 11.25

Lbs 2950 2950 2950 2620 2950 3335 485

kN 13.12 13.12 13.12 11.65 13.12 14.83 2.16

Lbs 2950 2950 2950 2620 2950 3335 485

kN 13.12 13.12 13.12 11.65 13.12 14.83 2.16

Lbs 3355 3585 3585 3320 3790 4230 2140

kN 14.92 15.95 15.95 14.77 16.86 18.82 9.52

Lbs 5300 5055 5435 4340 -- 5530 2080

kN 23.58 22.49 24.18 19.31 -- 24.60 9.25

Lbs 11005 11005 11005 8640 -- 11005 5530

kN 48.95 48.95 48.95 38.43 -- 48.95 24.60

Lbs 5395 5140 4435 4665 -- 5940 --

kN 24.00 22.86 19.73 20.75 -- 26.42 --

Lbs 9575 8330 9245 8280 -- 10550 2355

kN 42.59 37.05 41.12 36.83 -- 46.93 10.48

Lbs 15295 15215 13825 11730 -- 14940 2530

kN 68.04 67.68 61.50 52.18 -- 66.46 11.25


-- 16

4 16d

3-1/2 x 9-1/2

GLTV3.59, HWI49.5, HWU3.56/9.5

HGLTV3.59

THO35950

HLBH3595

PHXU3595

PHM3595

THO17950-2

BPH3595

LT359

MIT49.5

LBV3.56/9.5

WPI49.5

HBPH3595 HB3.56/9.5

7/10

7

x 16

x 12

7

x

x

x

x 10

4 10d

3 NA16D-RS

2-7/162-3/89-1/2 --3-9/16

9-1/2 3-1/2 --

126

3

2-1/2

2-3/8

3-1/8

9-1/2

9-1/2

-- 1-9/16

2-3/8

3-9/16

3-9/16

3-5/8

9-1/2

9-1/2

3-9/16

2-3/8

2-1/2

3-1/4

--

7

3

4 16d 6 10d

6 10d

3-5/8

3-9/16

9-1/2

10

2 16d 2 10d

4 16d 4 10d

6 16d 10 16d

6

6

10d x 1-1/2

4 16d

6

2-1/2

3-1/8

2-9/16

2-3/8

3

--

--

7

10

12 NA16D-RS 6 16d

4

--

4

3

4 10d

16d

3-9/16

3-5/8

3-9/16

3-5/8 HLBH35925

PHXU35925

PHM35925

BPH35925

THO35938 -- 16

x 12

x 7/10

7

x 7

x

3-9/16

16

LBV3.12/11.25

WP211.25-2

x

3-1/8

2-1/2

3 2-1/8--

10

2-1/210

3-1/8

3-1/8

3-1/8 11-1/4

3-1/411-1/4

3-1/4

2-3/32

1-1/2

3 2-1/8

2-3/8

--

x 7

x 12

x

3-1/8

9-1/4

9-1/4

11-7/8

3-9/1616

7

x 7

3-9/16

14

9-3/8

9-1/4

9-1/4

9-1/4

14

2-3/8

3-1/4

2-3/8

2-3/8

2-1/2

3-1/4

7-1/4 3-1/4

4 16d 6

--

--

3

2-1/2

2-1/2

2-1/210

10d 2 10d x 1-1/2

4 16d 6 10d x 1-1/2

16d 2 10d

4 16d 4 10d

2

4

4 16d 6 10d

10d

4 16d 6 10d

4 16d 4

4 16d 6 10d x 1-1/2

4 10d

3-1/2 x 9-3/8

3 x 11-1/4

3 x 11-7/8

3 x 14

3-1/2 x 9-1/4

LBV3.12/14

--

LT2-151188, MIT211.88-2

LBV3.12/11.88

WP211.88-2

HWI49.25, HWU3.56/9.25

--

LT359375

LT35925

BA410, LBV3.56/9.25

WPI49.25

3-1/2 x 7-1/4 PHXU35725

PHXU31112

THO35925

BPH31112

PHXU31118

BPH31118

THO15118-2

PHXU3114

BPH3114

WPU3.56/7.25

Factored Resistance

MiTekStock No.


D Fir-L I-Joist2

D Fir-L115%

12

x 7

x

4

x 12 11-7/8

--

10

3-1/8

11-7/8

Web StiffReqd

3-1/16

6 16d 10 16d-- 3 HBPH35925 x 10 3-4/7 9-1/4 3.5 HB3.56/9.25

TopQty

FaceQty

6

4

6

6

4

6

4

D Fir-L

4

12

4

6

6

16

--

4

12

6

6

16d 6 10d

10d 2 10d x 1-1/2

6 16d

2 10d x 1-1/2

16

--

EWP Hangers

H

W

L

TF

D


169

EWP Hangers

Copy

right

© 2

018

MiT

ek In

dust

ries,

Inc.

All

Righ

ts R

eser

ved



Uplift1


kN 13.12 13.12 13.12 11.65 13.12 14.83 2.16

Lbs 5300 5055 5435 4340 -- 5530 2080

kN 23.58 22.49 24.18 19.31 -- 24.60 9.25

Lbs 11005 11005 11005 8640 -- 11005 5530

kN 48.95 48.95 48.95 38.43 -- 48.95 24.60

Lbs 9575 8330 9245 8280 -- 10550 2355

kN 42.59 37.05 41.12 36.83 -- 46.93 10.48

Lbs 15295 15215 13825 11730 -- 14940 2530

kN 68.04 67.68 61.50 52.18 -- 66.46 11.25

Lbs 2950 2950 2950 2620 2950 3335 485

kN 13.12 13.12 13.12 11.65 13.12 14.83 2.16

Lbs 3355 3550 3550 3665 3790 4670 2140

kN 14.92 15.79 15.79 16.30 16.86 20.77 9.52

Lbs 5300 5055 5435 4340 -- 5530 2080

kN 23.58 22.49 24.18 19.31 -- 24.60 9.25

Lbs 11005 11005 11005 8640 -- 11005 5530

kN 48.95 48.95 48.95 38.43 -- 48.95 24.60

Lbs 5395 5140 4435 4665 -- 5940 --

kN 24.00 22.86 19.73 20.75 -- 26.42 --

Lbs 9575 8330 9245 8280 -- 10550 2355

kN 42.59 37.05 41.12 36.83 -- 46.93 10.48

Lbs 15295 15215 13825 11730 -- 14940 2530

kN 68.04 67.68 61.50 52.18 -- 66.46 11.25

Lbs 2950 2950 2950 2620 2950 3335 485

kN 13.12 13.12 13.12 11.65 13.12 14.83 2.16

Lbs 5300 5055 5435 4245 -- 5405 2080

kN 23.58 22.49 24.18 18.88 -- 24.04 9.25

Lbs 11005 11005 11005 8640 -- 11005 5530

kN 48.95 48.95 48.95 38.43 -- 48.95 24.60

Lbs 9575 8330 9245 8280 -- 10550 2355

kN 42.59 37.05 41.12 36.83 -- 46.93 10.48

Lbs 15295 15215 13825 11730 -- 14940 2530

kN 68.04 67.68 61.50 52.18 -- 66.46 11.25

Lbs 2950 2950 2950 2620 2950 3335 485

kN 13.12 13.12 13.12 11.65 13.12 14.83 2.16

Lbs 3910 3910 3910 3385 2950 4310 485

kN 17.39 17.39 17.39 15.06 13.12 19.17 2.16

Lbs 3685 3220 3260 3290 -- 4190 505

kN 16.39 14.32 14.50 14.63 -- 18.64 2.25

Lbs 5300 5055 5435 4245 -- 5405 2080

kN 23.58 22.49 24.18 18.88 -- 24.04 9.25

Lbs 11005 11005 11005 8640 -- 11005 5530

kN 48.95 48.95 48.95 38.43 -- 48.95 24.60

Lbs 5395 5140 4435 4665 -- 5940 --

kN 24.00 22.86 19.73 20.75 -- 26.42 --

Lbs 9575 8330 9245 8280 -- 10550 2355

kN 42.59 37.05 41.12 36.83 -- 46.93 10.48

Lbs 15295 15215 13825 11730 -- 14940 2530

kN 68.04 67.68 61.50 52.18 -- 66.46 11.25


-- 18

x 7

BPH3514

PHM3514

PHXU3514

HLBH3514

LT3514

MIT414

x 10

-- 16

x 12

-- 18

x 7/10

x 7

3 NA16D-RS 6

--

14

3

3-1/2

13

14

14

14

14 10

--

8

2

6

16

--

4

12

3-1/2 x 13

3-1/2 x 14

THO35130

THO35140

TFI414

HBPH3514

B3.56/14, BA3.56/14, LBV3.56/14

WPI414

GLTV3.514, HWI414, HWU3.56/14, WPU3.56/14

HGLTV3.514

HB3.56/14

LT3513

16d

4

4

4 16d 2 10d x 1-1/2

4 10d 2 10d x 1-1/2

2 16d 2 10d

4 16d

10 16d

10d

16d

2 10d x 1-1/2

10d

10d

3-9/16

3-9/16

3-9/16

3-9/16

3-5/8

2-1/2

2-3/8

2-3/8

2-1/2

2-3/4

2-1/2

2-1/2

2-1/8

2-1/32

--

--

-- 3 6 16d

6

6

6

11-7/8

3-9/16

3-9/16

3-9/16

11-7/8

3-9/16

3-9/16 14

3-1/812

3-9/16 3-1/4

2-1/2

14 6

7

3-5/8

3

2-1/2

2-1/2

10

12

2-1/2

3-1/8

Web StiffReqd

3-1/8

3-1/4

11-7/8

11-7/8

2-1/2

3-5/8

3-5/8

3-9/16

3-5/8

6

2-1/2

3-1/86

2-3/8

7

10

2-3/8

12

2-1/2

2-3/811-1/4

--

--

2-3/8

2-3/8

11-7/8

11-7/8

3-1/2 -- 3

10

12

--

3-1/4

3-9/16

3-9/16

3-9/16 11-1/4

11-1/4

11-1/4

3-9/16 11-1/4

10d

16d 6 10d2-3/8

2-3/8

--

--

1-9/16

4 10d 2 10d x 1-1/2

4 16d 4

16d

3 NA16D-RS 6 16d

4 16d 6 10d

2 16d 2

x 7

x 7

x 10

16--

x

x

x 7

x 7

12

12

x 10

x 7/10

-- 18

x 16

3-1/2 x 11-7/8

3-1/2 x 12

THO35120

BPH3512

PHXU3512

HLBH3512

--

HWI412, LBV3.56/12

WPI411.88

GLTV3.511, HWI411.88, HWU3.56/11.88, WPU3.56/11.88

HGLTV3.511

LT351188

MIT411.88

B3.56/11.88, BA3.56/11.88, LBV3.56/11.88

THO35118

WPI412

GLTV3.512, HGLTV3.512

HLBH35118

THO17118-2

BPH35118

PHXU35118

PHM35118

HBPH35118 HB3.56/11.88

3-1/2 x 11-1/4

BA412, LBV3.56/11.25

GLTV3.56/11.25, HWI411.25, HWU3.56/11.25, WPI411.25

HGLTV3.56/11.25

LT351125 THO35112

BPH35112

PHXU35112

HLBH35112

HBPH3512 HB3.56/12

7

x 7 3-5/8

2-3/8

2-3/4

3-1/412

12

3-9/16

3-9/16

12

12

6

x 10 3-9/16 12 3-1/2

-- 18

x 12

x 6 10d

3 NA16D-RS 6 16d

4 16d

12

4

2-1/2

-- 3 6 16d 10 16d

-- 4 16d 62-1/32

-- 4

Factored Resistance

MiTekStock No.


D Fir-L I-Joist2

D Fir-L115%

3-9/16 11-7/8 3-1/2 -- 3 6 16d 10 16d

HBPH35112 HB3.56/11.25

4 10d 2 10d x 1-1/2

10d

4

TopQty

FaceQty

6

6

16

4

12

6

6

3

4

4

6

D Fir-L

6

16

--

4

12

6

6

16

2 10d x 1-1/2

10d

10d

10d

NA16D-RS 6 16d

16d 6 10d

16d 4

16d 10

Top Mount Hanger ChartsEWP Hangers

H

W

L

TF

D


170

EWP

Hang

ers

Copyright © 2018 M




Uplift1


kN 17.39 17.39 17.39 15.06 13.12 19.17 2.16

Lbs 3685 3220 3260 3290 -- 4190 505

kN 16.39 14.32 14.50 14.63 -- 18.64 2.25

Lbs 5300 5055 5435 4245 -- 5405 2080

kN 23.58 22.49 24.18 18.88 -- 24.04 9.25

Lbs 11005 11005 11005 8640 -- 11005 5530

kN 48.95 48.95 48.95 38.43 -- 48.95 24.60

Lbs 5395 5140 4435 4665 -- 5940 --

kN 24.00 22.86 19.73 20.75 -- 26.42 --

Lbs 9575 8330 9245 8280 -- 10550 2355

kN 42.59 37.05 41.12 36.83 -- 46.93 10.48

Lbs 15295 15215 13825 11730 -- 14940 2530

kN 68.04 67.68 61.50 52.18 -- 66.46 11.25

Lbs 3685 3220 3260 3290 -- 4190 505

kN 16.39 14.32 14.50 14.63 -- 18.64 2.25

Lbs 5300 5055 5435 4245 -- 5405 2080

kN 23.58 22.49 24.18 18.88 -- 24.04 9.25

Lbs 11005 11005 11005 8640 -- 11005 5530

kN 48.95 48.95 48.95 38.43 -- 48.95 24.60

Lbs 5395 5140 4435 4665 -- 5940 --

kN 24.00 22.86 19.73 20.75 -- 26.42 --

Lbs 9575 8330 9245 8280 -- 10550 2355

kN 42.59 37.05 41.12 36.83 -- 46.93 10.48

Lbs 15295 15215 13825 11730 -- 14940 2530

kN 68.04 67.68 61.50 52.18 -- 66.46 11.25

Lbs 3685 3220 3260 3290 -- 4190 505

kN 16.39 14.32 14.50 14.63 -- 18.64 2.25

Lbs 5300 5055 5435 4245 -- 5405 2080

kN 23.58 22.49 24.18 18.88 -- 24.04 9.25

Lbs 11005 11005 11005 8640 -- 11005 5530

kN 48.95 48.95 48.95 38.43 -- 48.95 24.60

Lbs 5395 5140 4435 4665 -- 5940 --

kN 24.00 22.86 19.73 20.75 -- 26.42 --

Lbs 9575 8330 9245 8280 -- 10550 2355

kN 42.59 37.05 41.12 36.83 -- 46.93 10.48

Lbs 15295 15215 13825 11730 -- 14940 2530

kN 68.04 67.68 61.50 52.18 -- 66.46 11.25

Lbs 4675 4205 4250 4175 -- 5315 505

kN 20.80 18.70 18.90 18.57 -- 23.64 2.25

Lbs 5300 5055 5435 4245 -- 5405 2080

kN 23.58 22.49 24.18 18.88 -- 24.04 9.25

Lbs 11005 11005 11005 8640 -- 11005 5530

kN 48.95 48.95 48.95 38.43 -- 48.95 24.60

Lbs 5395 5140 4435 4665 -- 5940 --

kN 24.00 22.86 19.73 20.75 -- 26.42 --

Lbs 9575 8330 9245 8280 -- 10550 2355

kN 42.59 37.05 41.12 36.83 -- 46.93 10.48


3-1/2 x 22

TFI422 HIT422

HBPH3522 HB3.56/22

BPH3522

PHM3522

HIT3522, LBV3.56/22

HWI422, WPI422

WPU3.56/22 PHXU3522

--

x

x

x 10

12

x 7/10

7

4 16d 2 10d x 1-1/2

6 16d 10 16d

16

3-9/16 22 3-1/2

2-1/83-9/16 --22

22

6

4 16d 6 10d

16d 6 10d

2 16d 2 10d

4 6

16

--

422

3-9/16

2-1/2

2-3/4

3

2-1/2

2-1/32

3-5/8 2-1/2

3-1/43-9/16

22

--

7

10

-- 3

3-1/2 x 20

PHM3520

PHXU3520

HLBH3520

HIT420, MIT420

HIT420, LBV3.56/20

WPI420

HWI420, HWU3.56/20, WPU3.56/20

BPH3520

TFI420


HBPH3520 HB3.56/20

16

x 12

x 7/10

7

x

--

x

7

x 10

3-1/83-5/8 620 12

16d 6 10d

2 16d 2 10d

4

16d 6 10d

3-9/16 20 3-1/2 -- 3 6 16d 10

3 NA16D-RS 6 16d

4

16d

--

4

12

16

3-5/8

20

2-1/8

2-1/32

3

2-1/23-9/16

2-1/2

2-3/4

2-1/2

3-1/4

20

10

--

--

7

20

203-9/16

3-9/16

Web StiffReqd

3-9/16

3-9/16

2-1/2--

2-1/82-1/216 --

3-1/4

2-1/2 3

2-1/2x 7

3-9/16 2-3/816

2-1/32--

7

2-3/4

16

--

3-1/816

3-9/16

3-5/8

16

16

3-5/8 6 12

10

3-9/16 16 3-1/2 -- 3

GLTV3.518, HWI418, HWU3.56/18, WPU3.56/18

HGLTV3.518

HGLTV3.516 HLBH3516

3-1/2 x 18

3-1/2 x 16

THO35160

TFI418

PHXU3518

PHM3518

BPH3518

HLBH3518

HBPH3518

WPI418

HB3.56/18

LT3516

LBV3.56/18

x 10

WPI416

GLTV3.516, HWI416, HWU3.56/16, WPU3.56/16

PHXU3516

TFI416

BPH3516

PHM3516

x 7

x 12

x 7/10

-- 16

HBPH3516 HB3.56/16 x 10

MIT416

B3.56/16, BA3.56/16, LBV3.56/16

x 12

3-9/16 18 3-1/2 -- 3 6 16d 10 16d

18 16d 6

4 16d 2

--2-3/43-9/16 2-1/32

3-1/8

x 7

x 7

3-9/16

3-5/8

2-1/2

7

3-1/4

6

2-1/2

10

12

18

18

18

x 7/10 3-5/8 3

Factored Resistance

10d x 1-1/2

NA16D-RS 6 16d

2 10d x 1-1/24 10d

6 10d

4 16d 2


D Fir-L I-Joist2

D Fir-L115%

6 16d 10 16d

TopQty

FaceQty

818

10d x 1-1/2

4 16d

MiTekStock No.

Header Joist

2-1/2 2-1/83-9/16 18 ---- 16 HIT418, MIT418

3

6 10d

2 16d 2 10d

4 16d

4

D Fir-L

2

6

16

--

4

12

2

2

6

16

--

4

12

3

4

2

4

6

10d

NA16D-RS 6 16d

16d 6

10d

16d 2 10d

16d 2 10d x 1-1/2


H

W

L

TF

D


171

EWP Hangers

Copy

right

© 2

018

MiT

ek In

dust

ries,

Inc.

All

Righ

ts R

eser

ved



Uplift1


Lbs 4675 4205 4250 4175 -- 5315 505

kN 20.80 18.70 18.90 18.57 -- 23.64 2.25

Lbs 5300 5055 5435 4245 -- 5405 2080

kN 23.58 22.49 24.18 18.88 -- 24.04 9.25

Lbs 11005 11005 11005 8640 -- 11005 5530

kN 48.95 48.95 48.95 38.43 -- 48.95 24.60

Lbs 5395 5140 4435 4665 -- 5940 --

kN 24.00 22.86 19.73 20.75 -- 26.42 --

Lbs 9575 8330 9245 8280 -- 10550 2355

kN 42.59 37.05 41.12 36.83 -- 46.93 10.48

Lbs 4675 4205 4250 4175 -- 5315 505

kN 20.80 18.70 18.90 18.57 -- 23.64 2.25

Lbs 5300 5055 5435 4245 -- 5405 2080

kN 23.58 22.49 24.18 18.88 -- 24.04 9.25

Lbs 11005 11005 11005 8640 -- 11005 5530

kN 48.95 48.95 48.95 38.43 -- 48.95 24.60

Lbs 5395 5140 4435 4665 -- 5940 --

kN 24.00 22.86 19.73 20.75 -- 26.42 --

Lbs 9575 8330 9245 8280 -- 10550 2355

kN 42.59 37.05 41.12 36.83 -- 46.93 10.48

Lbs 5300 5055 5435 4245 -- 5405 2080

kN 23.58 22.49 24.18 18.88 -- 24.04 9.25

Lbs 11005 11005 11005 8640 -- 11005 5530

kN 48.95 48.95 48.95 38.43 -- 48.95 24.60

Lbs 5395 5140 4435 4665 -- 5940 --

kN 24.00 22.86 19.73 20.75 -- 26.42 --

Lbs 9575 8330 9245 8280 -- 10550 2355

kN 42.59 37.05 41.12 36.83 -- 46.93 10.48

Lbs 5300 5055 5435 4245 -- 5405 2080

kN 23.58 22.49 24.18 18.88 -- 24.04 9.25

Lbs 11005 11005 11005 8640 -- 11005 5530

kN 48.95 48.95 48.95 38.43 -- 48.95 24.60

Lbs 5395 5140 4435 4665 -- 5940 --

kN 24.00 22.86 19.73 20.75 -- 26.42 --

Lbs 9575 8330 9245 8280 -- 10550 2355

kN 42.59 37.05 41.12 36.83 -- 46.93 10.48

Lbs 5300 5055 5435 4245 -- 5405 2080

kN 23.58 22.49 24.18 18.88 -- 24.04 9.25

Lbs 5395 5140 4435 4665 -- 5940 --

kN 24.00 22.86 19.73 20.75 -- 26.42 --

Lbs 9575 8330 9245 8280 -- 10550 2355

kN 42.59 37.05 41.12 36.83 -- 46.93 10.48

Lbs 3355 3840 3840 3320 3790 4230 2140

kN 14.92 17.08 17.08 14.77 16.86 18.82 9.52

Lbs 5395 5140 4435 4665 -- 5940 --

kN 24.00 22.86 19.73 20.75 -- 26.42 --


16d 2 10d

16d 6 10d THO20950-2

PHM4295

4 - 4-3/16 x 9-1/2

4-3/16

4-3/16

LBV4.12/9.5, LBV4.28/9.5, MIT4.28/9.5

--

x 16

x 7/10

42

3

3

2-1/2

9-1/2

9-1/2

--

7 2

Web StiffReqd

3-9/16 3-1/4

3

2-1/224 10

3-9/16

3-9/16 2-1/32

3-5/8 2-1/2

2-1/2

2-3/4

24

24

24

2-1/8

--

7

--

3-9/16 24 3-1/2 -- 3

4 16d 6 10d

16d 2 10d x 1-1/2

4 16d 6 10d

2 16d 2 10d

6 16d 10 16d 3-1/2 x 24

PHM3524

PHXU3524

--

HBPH3524 HB3.56/24

HIT426 16

3-1/2 x 26

x 12

x 7/10

x 7

TFI424

HWI424, WPI424

WPU3.56/24

HIT424, LBV3.56/24

BPH3524

x 7

x 12

3-1/2 x 28

LBV3.56/26

HWI426, WPI426

WPU3.56/26

LBV3.56/28

HWI428, WPI428

WPU3.56/28

TFI426

PHXU3528

BPH3528

PHM3528

HBPH3528 HB3.56/28

2 16d

10 16d

x 12

BPH3526

PHM3526

PHXU3526

2 10d

4 16d 6 10d

26 --

HBPH3526 HB3.56/26 x 10 3-9/16 26 3-1/2

3

3-9/16

--

3-5/8

-- 2-1/32

4 16d

2-1/32

2-1/2

2-3/4

2-1/826

26

26

7

2-1/210

3-9/16

-- 3 6 16d

4

7

10

6 10d

2 16d 2 10d

4 16d

3

2-1/2

x 12

x 7/10

x 7

3-5/8

2-1/2

3-1/4

2-3/428

2-1/2

3-1/4

x 7/10

x 7

3-9/16

3-5/8

3-9/16

28

28

x 10

2 16d

4 16d

4 16d30

30

10

2-1/32

3

2-1/2

2-3/4

2-1/2

3-1/4

--

7

6 16d

3-1/2 x 32

--

--

HWI432, WPI432

PHXU3532

BPH3532

PHM3532

2 10d30

3-9/16 10d

3-1/2 x 30

LBV3.56/30

HWI430, WPI430

--

BPH3530

PHM3530

PHXU3530

32 3-1/4 2-1/2

x 12

x 7/10

x 7 6 10d

7

103-9/16 4 16d

3-9/16 2-1/32

3

2-3/4

2-1/23-5/8

6 10d

2 16d 2 10d

-- 4 16d32

32

Factored Resistance

MiTekStock No.


D Fir-L I-Joist2

D Fir-L115%

3-9/16

3-9/16

-- 2 10d x 1-1/2

16d 6 10d

4 16d

x 7/10

x 10

-- 16 4

3-9/16 28 3-1/2 -- 3 6 16d 10 16d

HBPH3530 HB3.56/30 x 10 3-9/16 30 3-1/2 -- 3

TopQty

FaceQty

6

6

16

--

4

6

6

D Fir-L

--

4

6

--

4

6

--

16

--

4

6

16

--

4

6

16

10d

6

6

10 16d

6 10d

EWP Hangers

H

W

L

TF

D


172

EWP

Hang

ers

Copyright © 2018 M



Uplift1


Lbs 3355 3890 3890 3665 3790 4670 2140

kN 14.92 17.30 17.30 16.30 16.86 20.77 9.52

Lbs 5395 5140 4435 4665 -- 5940 --

kN 24.00 22.86 19.73 20.75 -- 26.42 --

Lbs 3355 5330 5330 4610 3785 5870 2140

kN 14.92 23.71 23.71 20.51 16.84 26.11 9.52

Lbs 5395 5140 4435 4665 -- 5940 --

kN 24.00 22.86 19.73 20.75 -- 26.42 --

Lbs 3355 5330 5330 4610 3785 5870 2140

kN 14.92 23.71 23.71 20.51 16.84 26.11 9.52

Lbs 5395 5140 4435 4665 -- 5940 --

kN 24.00 22.86 19.73 20.75 -- 26.42 --

Lbs 5090 5235 5235 4570 3785 5820 2140

kN 22.64 23.29 23.29 20.33 16.84 25.89 9.52

Lbs 5395 5140 4435 4665 -- 5940 --

kN 24.00 22.86 19.73 20.75 -- 26.42 --

Lbs 5090 5280 5280 4570 3785 5820 2140

kN 22.64 23.49 23.49 20.33 16.84 25.89 9.52

Lbs 5395 5140 4435 4665 -- 5940 --

kN 24.00 22.86 19.73 20.75 -- 26.42 --

Lbs 5090 6345 6345 5545 3785 7060 2140

kN 22.64 28.22 28.22 24.67 16.84 31.40 9.52

Lbs 5090 6345 6345 5545 3785 7060 2140

kN 22.64 28.22 28.22 24.67 16.84 31.40 9.52

Lbs 5395 5140 4435 4665 -- 5940 --

kN 24.00 22.86 19.73 20.75 -- 26.42 --

Lbs 5090 6745 6745 7225 3785 9205 2140

kN 22.64 30.00 30.00 32.14 16.84 40.95 9.52

Lbs 5395 5140 4435 4665 -- 5940 --

kN 24.00 22.86 19.73 20.75 -- 26.42 --

Lbs 5090 6745 6745 7225 3785 9205 2140

kN 22.64 30.00 30.00 32.14 16.84 40.95 9.52

Lbs 5395 5140 4435 4665 -- 5940 --

kN 24.00 22.86 19.73 20.75 -- 26.42 --

Lbs 5090 5280 5280 4570 3785 5820 2140

kN 22.64 23.49 23.49 20.33 16.84 25.89 9.52

Lbs 5090 5280 5280 4570 3785 5820 2140

kN 22.64 23.49 23.49 20.33 16.84 25.89 9.52

Lbs 5395 5140 4435 4665 -- 5940 --

kN 24.00 22.86 19.73 20.75 -- 26.42 --

Lbs 5090 5280 5280 4570 3785 5820 2140

kN 22.64 23.49 23.49 20.33 16.84 25.89 9.52

Lbs 5090 5280 5280 4570 3785 5820 2140

kN 22.64 23.49 23.49 20.33 16.84 25.89 9.52

1) Factored uplift resistance has been increased 15% for short-term loads such as wind and earthquake; reduce for other load durations in accordance with the code. 2) When I-joist is used as a header, all nails must be 10d x 1-1/2. 3) NAILS: 10d nails are 0.148" dia. x 3" long, 16d nails are 0.162" dia. x 3-1/2" long. Load tables address hanger/header/fastener limitations only. Joist limitations must be determined for each installation.

5 x 11-1/4

5 x 11-7/8

16d 6 10d

16d 10d

--3

x 12

x 12 11-1/45-1/8 LBV5.12/11.25

LBV5.12/11.88, MIT311.88-2

5-1/8 11-7/8

2-1/8

2-1/8 64

4

4-3/4

5-1/8 9-1/4

9-1/25-1/8

--

--

THO25118-2

THO25112-2

3 --

20

5-1/8 2

6

--

16d 22-1/2

3

3

2-11/16

2-1/83 --

7

2-1/2

4-1/2 - 4-5/8 x 20

5 x 9-1/4

THO23200-2

PHM2320-2

THO25925-2

5 x 9-1/2

THO25950-2

PHM2595-2

12

x 12

x 7/10

x 7/10

MIT39.5-2, LBV5.12/9.5

x 12

x

WPI39.5-2

LBV5.12/9.25

LBV4.75/20

WP3520-2

2-1/83204-3/4

9-1/2

6

10d

4 16d 6 10d

4 16d 6 10d

2

2 10d16d2-1/2 7 3

4 16d

Web StiffReqd

2

3

311-7/8 --

3

2-1/2

3

2-1/2

14

14

11-7/8 7

--

7

9-1/2

7

--

7

--

7

--

1-15/16

4 - 4-3/16 x 11-7/8

4-3/4

4-3/16

4-3/16

4-3/4

4-3/4

4-3/16

4-3/16

4-3/4

x

x 7/10

x 12

x 7/10

4-3/16

4-3/16

x

x

12

x

16 LBV4.12/11.88, LBV4.28/11.88, MIT4.28/11.88

3

16d 2

2

1-15/16

3

2

9-1/2

11-7/8

16

16

3

2-1/2 3

2

3

2-1/8

--

6

x 12

14

16

10d

4 16d 6 10d

2 16d

6 10d

2 16d 2 10d

16d4 6 10d

4 16d 6

--

PHM2316-2

LBV4.12/16, LBV4.28/16

--

THO20118-2

PHM42118

THO20140-2 LBV4.12/14, LBV4.28/14, MIT4.28/14

THO23950-2

PHM2395-2

THO23118-2

PHM23118-2

PHM4216

PHM4214

LBV4.75/9.5, MIT359.5-2

WP359.5-2

LBV4.75/11.88, MIT3511.88-2

WP3511.88-2

THO20160-2

12

x 7/10

x 12

WP3516-2

11-7/8

7/10

x 7/10

7/10

4 - 4-3/16 x 14

4-1/2 - 4-5/8 x 11-7/8

4 - 4-3/16 x 16

4-1/2 - 4-5/8 x 9-1/2

--

4-1/2 - 4-5/8 x 14

4-1/2 - 4-5/8 x 16

THO23140-2

THO23160-2

2 16d 2 10d

4 16d

3

2-1/2

PHM2318-2

10d2 16d

6 10d

6 10d

2

16d

4 16d

4

16

4-3/4

4-3/4

4-1/2 - 4-5/8 x 18

2-1/8

2-1/8

3

THO23180-2 4-3/4 2-1/8

--

--

7

3

3

2-1/2

18

18

x 12

x

LBV4.75/14, MIT3514-2

LBV4.75/16, MIT4.75/16

x 12

x 4-3/4

Factored Resistance

MiTekStock No.


D Fir-L I-Joist2

D Fir-L115%

4

3

--

77/10

3

2-1/2

10d

2 16d 2 10d4-3/4

16d 6 LBV4.75/18

WP3518-2

TopQty

FaceQty

6

--

6

--

6

--

6

2

4

D Fir-L

6

6

--

8

8

--

10

--

10

--

6

10d

10d

16d 2

10d

16d 6 10d

10d


H

W

L

TF

D


173

EWP Hangers

Copy

right

© 2

018

MiT

ek In

dust

ries,

Inc.

All

Righ

ts R

eser

ved


Uplift1


Lbs 5090 6345 6345 5545 3785 7060 2140

kN 22.64 28.22 28.22 24.67 16.84 31.40 9.52

Lbs 5395 5140 4435 4665 -- 5940 --

kN 24.00 22.86 19.73 20.75 -- 26.42 --

Lbs 5090 6345 6345 5545 3785 7060 2140

kN 22.64 28.22 28.22 24.67 16.84 31.40 9.52

Lbs 10405 10405 10405 8635 -- 10405 5620

kN 46.28 46.28 46.28 38.41 -- 46.28 25.00

Lbs 5395 5140 4435 4665 -- 5940 --

kN 24.00 22.86 19.73 20.75 -- 26.42 --

Lbs 5090 6745 6745 7225 3785 9205 2140

kN 22.64 30.00 30.00 32.14 16.84 40.95 9.52

Lbs 10405 10405 10405 8635 -- 10405 5620

kN 46.28 46.28 46.28 38.41 -- 46.28 25.00

Lbs 5395 5140 4435 4665 -- 5940 --

kN 24.00 22.86 19.73 20.75 -- 26.42 --

Lbs 5090 6745 6745 7225 3785 9205 2140

kN 22.64 30.00 30.00 32.14 16.84 40.95 9.52

Lbs 10405 10405 10405 8635 -- 10405 5620

kN 46.28 46.28 46.28 38.41 -- 46.28 25.00

Lbs 5395 5140 4435 4665 -- 5940 --

kN 24.00 22.86 19.73 20.75 -- 26.42 --

Lbs 10405 10405 10405 8635 -- 10405 5620

kN 46.28 46.28 46.28 38.41 -- 46.28 25.00

Lbs 5395 5140 4435 4665 -- 5940 --

kN 24.00 22.86 19.73 20.75 -- 26.42 --

Lbs 10405 10405 10405 8635 -- 10405 5620

kN 46.28 46.28 46.28 38.41 -- 46.28 25.00

Lbs 5395 5140 4435 4665 -- 5940 --

kN 24.00 22.86 19.73 20.75 -- 26.42 --

Lbs 10405 10405 10405 8635 -- 10405 5620

kN 46.28 46.28 46.28 38.41 -- 46.28 25.00

Lbs 5395 5140 4435 4665 -- 5940 --

kN 24.00 22.86 19.73 20.75 -- 26.42 --

Lbs 10405 10405 10405 8635 -- 10405 5620

kN 46.28 46.28 46.28 38.41 -- 46.28 25.00

Lbs 10405 10405 10405 8635 -- 10405 5620

kN 46.28 46.28 46.28 38.41 -- 46.28 25.00

Lbs 5300 5055 5435 4295 -- 5470 2935

kN 23.58 22.49 24.18 19.11 -- 24.33 13.06

Lbs 10405 10405 10405 8635 -- 10405 5620

kN 46.28 46.28 46.28 38.41 -- 46.28 25.00

Lbs 10405 10405 10405 8635 -- 10405 5620

kN 46.28 46.28 46.28 38.41 -- 46.28 25.00

Lbs 9575 8330 9575 8280 -- 10550 2355

kN 42.59 37.05 42.59 36.83 -- 46.93 10.48

Lbs 15295 15215 13825 11730 -- 14940 2860

kN 68.04 67.68 61.50 52.18 -- 66.46 12.72

1) Factored uplift resistance has been increased 15% for short-term loads such as wind and earthquake; reduce for other load durations in accordance with the code. 2) When I-joist is used as a header, all nails must be 10d x 1-1/2. 3) NAILS: 10d nails are 0.148" dia. x 3" long, NA16D-RS nails are 0.148" dia. x 3-1/2" long, 16d nails are 0.162" dia. x 3-1/2" long. Load tables address hanger/header/fastener limitations only. Joist limitations must be determined for each installation.

4 16d

10d12x

7

Web StiffReqd

22-1/2

2-1/8

3

--

7

4 16d

2 16d

6

TopQty

FaceQty

8

--

8

16

--2 16d 2

5 x 20

PHM2518-2

PHM2520-2

THO25200-2

THO25180-2

B5.12/20

WPI320-2

3

205-1/8

2-1/2

3

2-1/2

18 4 16d 6

2 16d 2

5 x 14

5 x 16

5 x 18

PHM2516-2

THO25140-2

PHM2514-2

5-1/8

5-1/8

5-1/8

5-1/8

5-1/8

5-1/8

x

MIT5.12/16, LBV5.12/16

MIT314-2, LBV5.12/14

7/10

x 12

x 7/10 WPI316-2

WPI318-2

WPI314-2

B5.12/18

2-1/8--

10d

7

3 6

3

2-1/2

14

14

16

16

2-1/8

3 6 16d 10

10d

10d

2 16d 2 10d

3 --

18

--

7

x 7

HBPH5118 HB5.12/18 x 10 5-1/8 18 3-1/2 --

x 7/10

x 12

x 7/10

PHM2522-2

PHM2524-2

x 12

WPI324-2

--

PHM2526-2

10d

3 NA16D-RS

2 10d

2 10d

6 16d

2 16d

2 16d

2 --

6

16

16

4

12 HLBH55925

PHXU55925

WPI326-2

GLTV5.50/9.25, HWU5.50/9.25

16d

4 16d 611-1/2

4 16d 6

6 16d 10

6 16d

3-1/85-9/16 129-1/4 6

3-1/4

10 3

3

3

3

2-1/2

22

24

26

9-1/4

7

7

2-1/2

2-1/2

2-1/2

26 3-1/2 --

x 7/10

x 7/10

x 7/10

10 16d

THO25160-2

5-1/8

5-1/8

5-1/8

5-1/2

7

10d-- x 10 5-9/16 7-1/4 2-1/4 --

3-1/2 -- 3 6 16d 10 16d

HB5.12/30

10d

4 16d

3

2-1/8

3

Factored Resistance

MiTekStock No.


D Fir-L I-Joist2

D Fir-L115%

HBPH5116 HB5.12/16 x 10 5-1/8 16 3-1/2 -- 3 6 16d

16d

HBPH5120 HB5.12/20 x 10 5-1/8 20 3-1/2 -- 3 6 16d 10 16d

5-1/8 20

5 x 22

HBPH5122

16

HB5.12/22 x 10 5-1/8 22 3-1/2 --

WPI322-2

5-1/8 24 3-1/2 -- 3 6 16d 10 16d

16d

2 10d

16

--

16

3 6 16d 10 16d

3

16d

5-1/4 x 7-1/4

HBPH55725 -- x 10 5-1/2 7-1/4 3-1/2 -- 3 6 16d 10 16d

5 x 30 5-1/8 30 3-1/2 -- 16

BPH55725

HBPH5130 x

5-1/4 x 9-1/4

HBPH55925 HB5.50/9.25 x 10 5-1/2 9-1/4

10

5 x 28 HBPH5128 HB5.12/28 x 10 5-1/8 28 3-1/2 -- 3 6 16d 10

x 7

2-1/2

5 x 26

HBPH5126 HB5.12/26 x 10 5-1/8

D Fir-L

10

16

--

10

16

--

16

--

6 10d

10d

16d

5 x 24

HBPH5124 HB5.12/24 x 10


H

W

L

TF

D


174

EWP

Hang

ers

Copyright © 2018 M



Uplift1


Lbs 5300 5055 5435 4295 -- 5470 2935

kN 23.58 22.49 24.18 19.11 -- 24.33 13.06

Lbs 10405 10405 10405 8635 -- 10405 5620

kN 46.28 46.28 46.28 38.41 -- 46.28 25.00

Lbs 5395 5140 4435 4665 -- 5940 --

kN 24.00 22.86 19.73 20.75 -- 26.42 --

Lbs 9575 8330 9575 8280 -- 10550 2355

kN 42.59 37.05 42.59 36.83 -- 46.93 10.48

Lbs 15295 15215 13825 11730 -- 14940 2860

kN 68.04 67.68 61.50 52.18 -- 66.46 12.72

Lbs 10405 10405 10405 8635 -- 10405 5620

kN 46.28 46.28 46.28 38.41 -- 46.28 25.00

Lbs 9575 8330 9575 8280 -- 10550 2355

kN 42.59 37.05 42.59 36.83 -- 46.93 10.48

Lbs 15295 15215 13825 11730 -- 14940 2860

kN 68.04 67.68 61.50 52.18 -- 66.46 12.72

Lbs 15295 15215 13825 11730 -- 14940 2860

kN 68.04 67.68 61.50 52.18 -- 66.46 12.72

Lbs 5300 5055 5435 4245 -- 5405 2935

kN 23.58 22.49 24.18 18.88 -- 24.04 13.06

Lbs 10405 10405 10405 8635 -- 10405 5620

kN 46.28 46.28 46.28 38.41 -- 46.28 25.00

Lbs 5395 5140 4435 4665 -- 5940 --

kN 24.00 22.86 19.73 20.75 -- 26.42 --

Lbs 9575 8330 9575 8280 -- 10550 2355

kN 42.59 37.05 42.59 36.83 -- 46.93 10.48

Lbs 15295 15215 13825 11730 -- 14940 2860

kN 68.04 67.68 61.50 52.18 -- 66.46 12.72

Lbs 10405 10405 10405 8635 -- 10405 5620

kN 46.28 46.28 46.28 38.41 -- 46.28 25.00

Lbs 9575 8330 9575 8280 -- 10550 2355

kN 42.59 37.05 42.59 36.83 -- 46.93 10.48

Lbs 15295 15215 13825 11730 -- 14940 2860

kN 68.04 67.68 61.50 52.18 -- 66.46 12.72

Lbs 5300 5055 5435 4245 -- 5405 2935

kN 23.58 22.49 24.18 18.88 -- 24.04 13.06

Lbs 10405 10405 10405 8635 -- 10405 5620

kN 46.28 46.28 46.28 38.41 -- 46.28 25.00

Lbs 5395 5140 4435 4665 -- 5940 --

kN 24.00 22.86 19.73 20.75 -- 26.42 --

Lbs 9575 8330 9575 8280 -- 10550 2355

kN 42.59 37.05 42.59 36.83 -- 46.93 10.48

Lbs 15295 15215 13825 11730 -- 14940 2860

kN 68.04 67.68 61.50 52.18 -- 66.46 12.72


10d6

16d

7

2-1/2

3-1/4

HB5.50/9.5

16d

10 16dx 10 5-1/2 9-1/2 3-1/2 -- 3 6 16d

12 3-1/8 69-1/25-9/16

x

x

3-1/8

11-1/2

12

5-1/2

5-1/4 x 9-1/2

4

5-5/8

312

7/10

3

6

16d

4 16d

--

WP5.50/9.5

BPH5595

PHM5595

HLBH5595

GLTV5.59, HWU5.50/9.5

HGLTV5.59

PHXU5595

3 NA16D-RS

2-1/6

5-1/2 9-1/2

HBPH5595

29-1/2 7

11.5

3

2-1/2

5-9/16

3-1/8

2-1/2

3-1/8

2-1/32

3

2-1/2

14

2-1/32

3

2-1/2

3

6

11-7/8

11-7/8

12

12

14

14

14

3-1/4

6

3-1/4

7

11-1/2

12

6

2-1/2

2-1/2

3

3-1/4

14 3-1/2

3-1/8

11-1/2

12

--

3

12

5-9/16 11-1/2 6 12

5-1/2 11-7/8 3-1/2 --

5-1/2

5-9/16

11-7/8

11-7/8

2-1/2

5-9/16

5-9/16

5-9/16

5-5/8

5-9/16

5-9/16

5-5/8

5-1/2

5-1/2

5-1/2

x 7

x 7

x 12

x 7/10

x 7

x 7

x 7

x 7/10

x 7

x 10

x 10

x 7

16d 6 10d

4 16d 6

6 16d 10 16d

12

16

4

NA16D-RS 6 16d

6 16d 10 16d

10d PHXU55118 11-1/2

12

6

16

--

4

HLBH5512

HLBH55112

BPH55118

PHM55118 5-1/4 x 11-7/8

5-1/4 x 14

5-1/4 x 11-1/2 HLBH55115

HBPH55118

HLBH55118

PHXU5512

BPH5514

PHXU5514

PHM5514

HLBH5514

HBPH5514

5-1/4 x 11-1/4

HBPH55112

5-1/4 x 12

HBPH5512

PHXU55112



--

--

HWU5.50/14

HWU5.50/11.88

--

HB5.50/11.88


HWU5.50/12

HB5.50/14

HB5.50/12

6 16d

4 16d 6 10d

2 16d

3 NA16D-RS

2 10d

16d 6 10d

6 16d 10 16d

10d

2 16d 2 10d

4 16d 6

3 NA16D-RS 6 16d

3 NA16D-RS 6 16d

4

6x 7 2-1/2

3-1/8

11-1/4

11-1/4 6 12

Factored Resistance

MiTekStock No.


D Fir-L I-Joist2

D Fir-L115%

3 6 16d 10 16d3-1/2 --

Web StiffReqd

x 7

-- 10d

2 10d

4x 9-1/2

x 10

x 12

x 7

--

HB5.50/11.25 x 10 5-1/2 11-1/4

GLTV5.50/11.25, HWU5.50/11.25

--

--

WP5.50/11.88

5-1/2

--

2-1/2

3-1/4

12 3-1/2 --

7

D Fir-L

12

6

16

--

4

12

TopQty

FaceQty

6

16

--

4

12

16

4

4

10d

3 NA16D-RS 6 16d

4 16d


H

W

L

TF

D


175

EWP Hangers

Copy

right

© 2

018

MiT

ek In

dust

ries,

Inc.

All

Righ

ts R

eser

ved


Uplift1


Lbs 5300 5055 5435 4245 -- 5405 2935

kN 23.58 22.49 24.18 18.88 -- 24.04 13.06

Lbs 10405 10405 10405 8635 -- 10405 5620

kN 46.28 46.28 46.28 38.41 -- 46.28 25.00

Lbs 5395 5140 4435 4665 -- 5940 --

kN 24.00 22.86 19.73 20.75 -- 26.42 --

Lbs 9575 8330 9575 8280 -- 10550 2355

kN 42.59 37.06 42.59 36.83 -- 46.93 10.48

Lbs 15295 15215 13825 11730 -- 14940 2860

kN 68.04 67.68 61.50 52.18 -- 66.46 12.72

Lbs 5300 5055 5435 4245 -- 5405 2935

kN 23.58 22.49 24.18 18.88 -- 24.04 13.06

Lbs 10405 10405 10405 8635 -- 10405 5620

kN 46.28 46.28 46.28 38.41 -- 46.28 25.00

Lbs 5395 5140 4435 4665 -- 5940 --

kN 24.00 22.86 19.73 20.75 -- 26.42 --

Lbs 9575 8330 9575 8280 -- 10550 2355

kN 42.59 37.06 42.59 36.83 -- 46.93 10.48

Lbs 15295 15215 13825 11730 -- 14940 2860

kN 68.04 67.68 61.50 52.18 -- 66.46 12.72

Lbs 10405 10405 10405 8635 -- 10405 5620

kN 46.28 46.28 46.28 38.41 -- 46.28 25.00

Lbs 9575 8330 9575 8280 -- 10550 2355

kN 42.59 37.06 42.59 36.83 -- 46.93 10.48

Lbs 15295 15215 13825 11730 -- 14940 2860

kN 68.04 67.68 61.50 52.18 -- 66.46 12.72

Lbs 9575 8330 9575 8280 -- 10550 2355

kN 42.59 37.06 42.59 36.83 -- 46.93 10.48

Lbs 5300 5055 5435 4340 -- 5530 2935

kN 23.58 22.49 24.18 19.31 -- 24.60 13.06

Lbs 10405 10405 10405 8635 -- 10405 5620

kN 46.28 46.28 46.28 38.41 -- 46.28 25.00

Lbs 5395 5140 4435 4665 -- 5940 --

kN 24.00 22.86 19.73 20.75 -- 26.42 --

Lbs 9575 8330 9575 8280 -- 10550 2355

kN 42.59 37.06 42.59 36.83 -- 46.93 10.48

Lbs 15295 14935 13825 11730 -- 14940 2860

kN 68.04 66.44 61.50 52.18 -- 66.46 12.72

Lbs 5300 5060 5435 4340 -- 5530 2935

kN 23.58 22.51 24.18 19.31 -- 24.60 13.06

Lbs 10405 10405 10405 8635 -- 10405 5620

kN 46.28 46.28 46.28 38.41 -- 46.28 25.00

Lbs 5395 5140 4435 4665 -- 5940 --

kN 24.00 22.86 19.73 20.75 -- 26.42 --

Lbs 9575 8330 9575 8280 -- 10550 2355

kN 42.59 37.06 42.59 36.83 -- 46.93 10.48

Lbs 15295 14935 13825 11730 -- 14940 2860

kN 68.04 66.44 61.50 52.18 -- 66.46 12.72


D Fir-L

--

4

12

16

4

12

4

6

6

6

16d 6

16d

16d 6 10d

NA16D-RS

2 10d

10d

16d

6

10d

16

TopQty

FaceQty

6

16

--

4

12

6

166

4

4

3

2

9-1/2 3-1/2 -- 3 6 16d 10 16d

7-1/8 9-1/4 3-1/2 -- 3 6 16d 10 16d

10d

10d

9-1/4 2 16d 2

9-1/4

Factored Resistance

MiTekStock No.


D Fir-L I-Joist2

D Fir-L115%

5-1/4 x 20

HBPH5520 HB5.50/20 x 10 5-1/2 20 3-1/2 -- 3 6 16d 10 16d

x 7

x

2-1/2

3-1/4

6

4 16d 6

3 NA16D-RS 6

12

13-1/8

12 3-1/8

3-1/4 4

12

6

16

--

4

12 16d

4 16d 6 10d

3 NA16D-RS 6

616d 10d

10d

16d

4

2 16d 2

10-- 7-1/8

7-1/8

2-1/2

6

6 10d-- x 7

x 12

7-1/4

9-1/4 10d

4 16d

--

13-1/8

37-1/8

3-1/4

--

--


7 x 7-1/4

7 x 9-1/4

7 x 9-1/2

PHM35925-2

BPH71925

PHXU71725

HLBH71925

PHXU71925 WPI49.25-2

HBPH71925 HB7.12/9.25

HBPH7195 HB7.12/9.5

HLBH5520

PHXU5520

--

HLBH7195

PHXU7195

PHM3595-2

BPH7195

--

B7.12/9.5

7

x

x 7/10

x 7

x 10

x 10

9-1/2

9-1/2

10d

5-9/16

5-1/2 20

20

3-1/4

6

2-1/2

3-1/8

11.5

12 3 NA16D-RS 16d

4 16d 6

4 16d

2-1/2

6

3

--

7-1/8

7-1/8

7-1/8

7-1/8

7-1/87

x 7

GLTV49.5-2, WPI49.5-2

7

x 12

x 7/10

x

--

7-1/8

Web StiffReqd

--

10

3-1/8

2-3/8

13-1/8 2-1/2

9-1/4

9-1/2

7-1/8

2-3/8

3

39-1/2

2-1/2

11-1/2

5-9/16

5-5/8

5-1/2

5-9/16 18

18

7

x

HGLTV5.518

5-1/4 x 18 PHM5518

PHXU5518

HLBH5518

--

--

GLTV5.518

BPH5518

HBPH5518 HB5.50/18

12

x 7

x 7/10

x

2-1/32

3

2-1/2

3-1/8

18

18

6

2-1/2

2-1/2

3-1/4

12

--

7

x 10 5-1/2 18 3-1/2 -- 3 16d 10 16d

3-1/85-9/16

2-1/32

3

2-1/2

16

16

16

16 6

2-1/2

2-1/2

3-1/4

7

11-1/2

12

--5-9/16

5-5/8

BPH5516

16d

16d

4 16d 6 10d

2 10d

3 NA16D-RS

2 16d

x 7

x 7/10

x 7 5-1/2

4

5-1/4 x 16 PHM5516

-- 3

x 12

6 16d 10 HBPH5516 HB5.50/16 x 10 5-1/2 16 3-1/2

--

--

GLTV5.516, HWU5.50/16

HGLTV5.516

616d

HLBH5516

PHXU5516


H

W

L

TF

D


176

EWP

Hang

ers

Copyright © 2018 M



Uplift1


Lbs 5300 5060 5435 4305 -- 5485 2935

kN 23.58 22.51 24.18 19.15 -- 24.40 13.06

Lbs 10405 10405 10405 8635 -- 10405 5620

kN 46.28 46.28 46.28 38.41 -- 46.28 25.00

Lbs 9575 8330 9575 8280 -- 10550 2355

kN 42.59 37.05 42.59 36.83 -- 46.93 10.48

Lbs 15295 14935 13825 11730 -- 14940 2860

kN 68.04 66.43 61.50 52.18 -- 66.46 12.72

Lbs 5300 5060 5435 4305 -- 5485 2935

kN 23.58 22.51 24.18 19.15 -- 24.40 13.06

Lbs 10405 10405 10405 8635 -- 10405 5620

kN 46.28 46.28 46.28 38.41 -- 46.28 25.00

Lbs 5395 5140 4435 4665 -- 5940 --

kN 24.00 22.86 19.73 20.75 -- 26.42 --

Lbs 9575 8330 9575 8280 -- 10550 2355

kN 42.59 37.05 42.59 36.83 -- 46.93 10.48

Lbs 15295 14935 13825 11730 -- 14940 2860

kN 68.04 66.43 61.50 52.18 -- 66.46 12.72

Lbs 5300 5060 5435 4305 -- 5485 2935

kN 23.58 22.51 24.18 19.15 -- 24.40 13.06

Lbs 10405 10405 10405 8635 -- 10405 5620

kN 46.28 46.28 46.28 38.41 -- 46.28 25.00

Lbs 5395 5140 4435 4665 -- 5940 --

kN 24.00 22.86 19.73 20.75 -- 26.42 --

Lbs 9575 8330 9575 8280 -- 10550 2355

kN 42.59 37.05 42.59 36.83 -- 46.93 10.48

Lbs 15295 14935 13825 11730 -- 14940 2860

kN 68.04 66.43 61.50 52.18 -- 66.46 12.72

Lbs 5300 5060 5435 4305 -- 5485 2935

kN 23.58 22.51 24.18 19.15 -- 24.40 13.06

Lbs 10405 10405 10405 8635 -- 10405 5620

kN 46.28 46.28 46.28 38.41 -- 46.28 25.00

Lbs 5395 5140 4435 4665 -- 5940 --

kN 24.00 22.86 19.73 20.75 -- 26.42 --

Lbs 9575 8330 9575 8280 -- 10550 2355

kN 42.59 37.05 42.59 36.83 -- 46.93 10.48

Lbs 15295 14935 13825 11730 -- 14940 2860

kN 68.04 66.43 61.50 52.18 -- 66.46 12.72

Lbs 5300 5060 5435 4305 -- 5485 2935

kN 23.58 22.51 24.18 19.15 -- 24.40 13.06

Lbs 10405 10405 10405 8635 -- 10405 5620

kN 46.28 46.28 46.28 38.41 -- 46.28 25.00

Lbs 5395 5140 4435 4665 -- 5940 --

kN 24.00 22.86 19.73 20.75 -- 26.42 --

Lbs 9575 8330 9575 8280 -- 10550 2355

kN 42.59 37.05 42.59 36.83 -- 46.93 10.48

Lbs 15295 14935 13825 11730 -- 14940 2860

kN 68.04 66.43 61.50 52.18 -- 66.46 12.72


3-1/8

13-1/8

12

2-3/16 4

3

2-1/23-1/4

6

2-1/2

3

4

14

12

-- 3 6 16d 10 16d

HBPH7114 HB7.12/14 x 10 7-1/8 14 3.5 -- 3 6 16d 10 16d

7-1/8

10d

16d

7 x 14

PHXU7114

HLBH7114

BPH7114

PHM3514-2

7

x 12

x 7/10

x 7

7-1/8

7-1/8

7-1/8

B7.12/14

--

GLTV414-2, WPI414-2

HGLTV414-2 x 6

7-1/8 14

3

3-1/8

10

13-1/8 2-1/2

14

--

3-1/4

3

2-1/2

6

2-3/1614

10d

3 NA16D-RS

4 16d 6 10d

2 16d 2 10d

-- 2-3/16

2-1/2

12

--

10

13-1/8

12

13-1/8

2-3/16

3-1/8

3

2-1/2

3-1/8

-- 3

6

11-1/4 3-1/2

11-7/8 3-1/2

11-1/4

3

3-1/4

6

11-7/8

11-7/8

11-7/8

11-7/8

x 10 7-1/8

7-1/8

7-1/8

11-1/4

11-1/4

3

2-1/2

3-1/4

7

x 7

--

--

HLBH71112

7-1/8

HLBH71118

BPH71118

7-1/8

7-1/8

7-1/8

x 7

GLTV411.25-2, WPI411.25-2

HGLTV411.25-2

B7.12/11.88

HBPH71112 HB7.12/11.25 x 10 7-1/8

HBPH71118 HB7.12/11.88

16d

4 16d

10

4 16d 6

7 x 11-1/4

7 x 11-7/8 PHM35118-2

PHXU71118

BPH71112

PHXU71112

x 12

x 7/10

x 7 GLTV411.88-2, HWU7.12/11.88, WPI411.88-2

HGLTV411.88-2

x 12

x

10d

2 16d 2 10d

4 16d 6

3 NA16D-RS 6

4 16d 6

18

18

18

18

7-1/8

7

x

16

16

16

7-1/8

7-1/8

7-1/8

7/10

x

7-1/8

7-1/8

7-1/8

--

2-1/2

3

--

10

6 12

3

102-1/2

3-1/4 13-1/8

HGLTV418-2

HB7.12/18

7/10

x 10

PHXU7116

HLBH7116 7

GLTV416-2, WPI416-2

HGLTV416-2

BPH7118

PHM3518-2

PHXU7118

HLBH7118

B7.12/18 x 12

x

7 x 16

7 x 18

BPH7116

PHM3516-2

16d

16d 6

2 16d

4 16d

3 NA16D-RS

2

NA16D-RS 6

x 12

x

x 7

HBPH7118

x 7

16d 6 10d

2 16d 10d

6 16d

MiTekStock No.

Header Joist

--

4

12

6

16

--

3

6

--

GLTV418-2, HWI418-2

3 2-3/167-1/8


D Fir-L I-Joist2

7-1/8 18 3-1/2 -- 3 6 16d 10 16d

10d

2 10d

6 10d

6 10d

3-1/8

16

TopQty

FaceQty

6

16

D Fir-L115%

HBPH7116 HB7.12/16 x 10 7-1/8 16 3-1/2 -- 3 6 16d 10 16d

Web StiffReqd

Factored Resistance

10d

4 16d

4 B7.12/16

6

16d

10d

D Fir-L

--

4

12

6

16

--

4

12

4

12

6

16

--

4

12

6

16

16d

6

NA16D-RS 6 16d

16d


H

W

L

TF

D


177

EWP Hangers

Copy

right

© 2

018

MiT

ek In

dust

ries,

Inc.

All

Righ

ts R

eser

ved


Uplift1


Lbs 5300 5055 5435 4305 -- 5485 2935

kN 23.58 22.49 24.18 19.15 -- 24.40 13.06

Lbs 10405 10405 10405 8635 -- 10405 5620

kN 46.28 46.28 46.28 38.41 -- 46.28 25.00

Lbs 5395 5140 4435 4665 -- 5940 --

kN 24.00 22.86 19.73 20.75 -- 26.42 --

Lbs 9575 8330 9575 8280 -- 10550 2355

kN 42.59 37.05 42.59 36.83 -- 46.93 10.48

Lbs 15295 14935 13825 11730 -- 14940 2860

kN 68.04 66.43 61.50 52.18 -- 66.46 12.72

Lbs 5300 5055 5435 4305 -- 5485 2935

kN 23.58 22.49 24.18 19.15 -- 24.40 13.06

Lbs 10405 10405 10405 8635 -- 10405 5620

kN 46.28 46.28 46.28 38.41 -- 46.28 25.00

Lbs 9575 8330 9575 8280 -- 10550 2355

kN 42.59 37.05 42.59 36.83 -- 46.93 10.48

Lbs 15295 14935 13825 11730 -- 14940 2860

kN 68.04 66.43 61.50 52.18 -- 66.46 12.72

Lbs 5300 5055 5435 4305 -- 5485 2935

kN 23.58 22.49 24.18 19.15 -- 24.40 13.06

Lbs 10405 10405 10405 8635 -- 10405 5620

kN 46.28 46.28 46.28 38.41 -- 46.28 25.00

Lbs 9575 8330 9575 8280 -- 10550 2355

kN 42.59 37.05 42.59 36.83 -- 46.93 10.48

Lbs 15295 14935 13825 11730 -- 14940 2860

kN 68.04 66.43 61.50 52.18 -- 66.46 12.72

Lbs 10405 10405 10405 8635 -- 10405 5620

kN 46.28 46.28 46.28 38.41 -- 46.28 25.00

Lbs 9575 8330 9575 8280 -- 10550 2355

kN 42.59 37.05 42.59 36.83 -- 46.93 10.48

Lbs 15295 14935 13825 11730 -- 14940 2860

kN 68.04 66.43 61.50 52.18 -- 66.46 12.72

Lbs 10405 10405 10405 8635 -- 10405 5620

kN 46.28 46.28 46.28 38.41 -- 46.28 25.00

Lbs 9575 8330 9575 8280 -- 10550 2355

kN 42.59 37.05 42.59 36.83 -- 46.93 10.48

Lbs 15295 14935 13825 11730 -- 14940 2860

kN 68.04 66.43 61.50 52.18 -- 66.46 12.72

Lbs 9575 8330 9575 8280 -- 10550 2355

kN 42.59 37.05 42.59 36.83 -- 46.93 10.48

Lbs 15295 14935 13825 11730 -- 14940 2860

kN 68.04 66.43 61.50 52.18 -- 66.46 12.72

Lbs 9575 8330 9575 8280 -- 10550 2355

kN 42.59 37.05 42.59 36.83 -- 46.93 10.48

Lbs 15295 14935 13825 11730 -- 14940 2860

kN 68.04 66.43 61.50 52.18 -- 66.46 12.72


7-1/8

7-1/8

-- 3 6 16d 10 16d

-- 3 6 16d 10 16d

2-3/16

16d

6 10d13-1/8 16d

10d

3 NA16D-RS 6

7

x 7

x 12

x

HLBH7120

BPH7122

PHXU7122

HLBH7122

B7.12/22

HWI422-2

GLTV422-2, HGLTV7.12/22

-- x 7

HBPH7122 HB7.12/22 x 10

3 --

422

22

22

6

2-1/2

3-1/812

3-1/4 13-1/8

22 3-1/2

3

4

7 x 22

7-1/8

7-1/8

7-1/8

7-1/8

7 x 20

BPH7120

PHM3520-2

PHXU7120 x 7

x 12

7/10

B7.12/20

--

GLTV420-2

HBPH7120 HB7.12/20 x 10 7-1/8

7-1/8

7-1/8

Factored Resistance

3-1/86

3-1/4

12

3-1/8

2-1/2

13-1/8

3-1/4

-- 3

2-1/2

--

10

3-1/86 12

3

2-3/16

2-1/2

16d 6 10d4

Web StiffReqd

3 16d 6-- 2-3/1624 10d4

4

20 3-1/2

3-1/4

4 16d

2

6 16d

16d 6 10d

6 10d

16d

7-1/8

7

x 12

x 7

x

x

7-1/8

7-1/8

7 x 24

PHXU7124

BPH7124

B7.12/28, HWI428-2

GLTV428-2, HGLTV428-2

7 x 32

PHXU7132

HLBH7132

HLBH7128

HLBH7130


B7.12/26, HWI426-2


PHXU7126

PHXU7128

PHXU7130

7 x 30

32

32

26

28

28

30

30

7-1/8

HWI424-2

GLTV424-2, HGLTV7.12/24

7

HWI432-2 x 7

7

x 7

x 7

x 7

24

HWI430-2


7-1/8

7-1/8

7-1/8

7-1/8

7-1/8

7

x 7

x

2-1/2

3-1/8

4

12

3-1/4

6

13-1/8

12

13-1/8

12

13-1/8

12

13-1/8

12

3-1/8

3-1/8

2-1/2

2-1/2

6

3-1/4

-- 3

6

3-1/4

4

12

NA16D-RS 6 16d

4 16d 6 10d

3

NA16D-RS 6 16d

4 16d 6 10d

3


D Fir-L I-Joist2

D Fir-L115%

HBPH7124 HB7.12/24 x 10 7-1/8 24 3-1/2 -- 3 6 16d 10 16d

B7.12/24

x 2

20

20

20

20 3

4

3

4

3

6

6 16d

MiTekStock No.

Header Joist

16d 6 10d

3 12 NA16D-RS

24

26

x

7-1/8

7-1/8

HLBH7126

HLBH7124

2-1/2

7 x 26

7 x 28

HBPH7126 HB7.12/26 x 10 7-1/8 26 3-1/2

HBPH7128 HB7.12/28 x 10 7-1/8 28 3-1/2

6

16d

16d

TopQty

FaceQty

6

16

--

4

12

6

16

10d

6

4

12

16d

NA16D-RS

10 16d6

4

D Fir-L

6

16

4

12

16

4

12

16

16d

16d 6 10d

NA16D-RS 6 16d

NA16D-RS 6

16d 10


H

W

L

TF

D

178

EWP

Hang

ers

Copyright © 2018 M


TMP / TMPH Adjustable Rafter-To-Plate Connectors

The TMP and TMPH are designed to make rafter-to-plate connections and eliminate time-consuming bird’s-mouth notching or bevel plate installation. Both series are available in I-Joists sizes, as well as standard 2x sizes.

TMP – Adjusts to pitches from 1/12 to 6/12.

TMPH – Adjusts to pitches from 6/12 to 14/12.

Ma terials: TMP – 18 gauge; TMPH – 16 gauge, Fulcrum – 12 gauge

Finish: G90 galvanizing Codes: Load values are derived from data submitted to various North American building code evaluators.

Installation:• Use all specified fasteners. See Product Notes, page 19.• Position connector on top plate. Fasten connector to

outside of top plate with specified nails. Insert rafter into rafter pocket. Adjust rafter and pocket to correct pitch. Fasten rafter to connector with specified nails. Installing the TMP requires driving specified nails through the opposing slots in the pocket. TMPH installation involves sliding the fulcrum until it supports the pocket at the desired pitch and nailing down through the fulcrum base into the top plate to lock the fulcrum into position.

Ref. No. W L Qty Type Qty Type1390 400 1090 3156.18 1.78 4.85 1.401620 400 1270 3157.20 1.78 5.65 1.401815 400 1425 3158.07 1.78 6.34 1.402770 400 2175 31512.32 1.78 9.67 1.402770 400 2175 31512.32 1.78 9.67 1.402770 400 2175 31512.32 1.78 9.67 1.402770 400 2175 31512.32 1.78 9.67 1.40

1) Factored resistances have been increased 15% for short-term loads such as wind and earthquake; no further increase is allowed. 2) NAILS: 10d x 1-1/2 nails are 0.148" dia. x 1-1/2" long, 10d nails are 0.148" dia. x 3" long.

MiTekStock No.

SteelGauge

Rafter Width(in)

10d x 1-1/2

1-9/16 5-9/16

5-9/161-13/16

2-1/8

2-3/8 6-3/8

6-3/8

2-11/16 6-3/8

7-5/16

7-5/163-9/16

3-1/8

10d x 1-1/2

10d x 1-1/2

10d x 1-1/2

6 10d 4 10d x 1-1/2

6 10d 4

6 10d 4

6

18

18

10d x 1-1/2

6 10d 4 10d x 1-1/2

6 10d 4

10d 4

6 10d 4

18

18

18

3

3-1/2

TMP23 VPA35

TMP25 VPA3

TMP31 --

TMP4 VPA4

18

18

TMP2 VPA2

TMP175 VPA25

TMP21 VPA2.06, VPA2.1

1-1/2

1-3/4

2 or 2-1/8

2-5/16

2-1/2 or 2-5/8

Dimensions (in)

Plate

D Fir-LFactored Resistance

S-P-FFactored ResistanceRafter

Fastener Schedule2

Vertical100%

Uplift1

115%Vertical100%

Uplift1

115%

Ref. No. W H L Qty Type Qty Type Unit 6/12 7/12 8/12 10/12 12/12 6/12 7/12 8/12 10/12 12/12Lbs 5220 5385 5540 4470 4120 375 4100 4225 4350 3510 3235 295kN 23.22 23.95 24.64 19.88 18.33 1.67 18.24 18.79 19.35 15.61 14.39 1.31Lbs 5220 5385 5540 4470 4120 375 4100 4225 4350 3510 3235 295kN 23.22 23.95 24.64 19.88 18.33 1.67 18.24 18.79 19.35 15.61 14.39 1.31Lbs 5220 5385 5540 4470 4120 375 4100 4225 4350 3510 3235 295kN 23.22 23.95 24.64 19.88 18.33 1.67 18.24 18.79 19.35 15.61 14.39 1.31Lbs 5220 5385 5540 4470 4120 375 4100 4225 4350 3510 3235 295kN 23.22 23.95 24.64 19.88 18.33 1.67 18.24 18.79 19.35 15.61 14.39 1.31Lbs 5220 5385 5540 4470 4120 375 4100 4225 4350 3510 3235 295kN 23.22 23.95 24.64 19.88 18.33 1.67 18.24 18.79 19.35 15.61 14.39 1.31Lbs 5220 5385 5540 4470 4120 375 4100 4225 4350 3510 3235 295kN 23.22 23.95 24.64 19.88 18.33 1.67 18.24 18.79 19.35 15.61 14.39 1.31Lbs 5220 5385 5540 4470 4120 375 4100 4225 4350 3510 3235 295kN 23.22 23.95 24.64 19.88 18.33 1.67 18.24 18.79 19.35 15.61 14.39 1.31

1) Factored resistances have been increased 15% for short-term loads such as wind and earthquake; no further increase is allowed. 2) Web stiffeners are required for all Wood I-Joist installations. 3) NAILS: 10d x 1-1/2 nails are 0.148" dia. x 1-1/2" long, 10d nails are 0.148" dia. x 3" long.

VPA4

8

83-9/16

2-1/8

10d2-1/2

2-5/16

2-11/16 10d3-1/8

2-1/2

10d x 1-1/2

10d x 1-1/2

10 10d 8 10d x 1-1/2

8

10d 810

10 10d

10d x 1-1/2

7-3/8

10d x 1-1/2

10 10d 8 10d x 1-1/2

108-9/16

8-9/16

7-3/8

10

10d x 1-1/2

810 10d

6-9/16

6-9/16

7-3/8

3-1/2

TMPH2

TMPH175

TMPH21

TMPH23

TMPH25

1-1/2

1-3/4

TMPH31

TMPH4

2 or 2-1/8

2-5/16 2-3/8

1-9/16

1-13/16

2-11/16

2-1/2

2-3/8

2-5/8

2-1/2 or 2-5/8

3

VPA2

VPA25

VPA2.06, VPA2.1

VPA35

VPA3

--

Uplift1

115%



MiTekStock No.

Dimensions (in)

RafterWidth

(in)

According to Pitch

Plate Rafter2

Fastener Schedule3

According to Pitch Uplift1

115%

EWP Hangers

Typical TMPH installation

Typical TMP installation

TMPHTMP

Pitch Range: TMP - 1/12 – 6/12

TMPH - 6/12 – 14/12

3-1/2"

LW

W

L

4"

4-11/16"

Fulcrum

H

179

EWP Hangers

Copy

right

© 2

018

MiT

ek In

dust

ries,

Inc.

All

Righ

ts R

eser

ved


The LSSH series connects rafters to ridge beams in vaulted roof structures. This series is field adjustable to meet a variety of skew and/or slope applications. Slopes and skew 0° to 45°.

Materials: See chartFinish: G90 galvanizing; LSSH15-TZ – G-185 GalvanizingOptions: See chart for Corrosion Finish OptionsCodes: Load values are derived from data submitted to various North American building code evaluators.

Installation:• Use all specified fasteners. See Product Notes, page 19.Steps:1. Position LSSH connector against plumb-cut end of joist. Fasten joist

side flanges on both sides with 10d (0.148") x 1-1/2" nails. Bend seat up to fit against joist bottom and drive (1) 10d (0.148") x 1-1/2" nail through bottom seat into rafter bottom. Drive (2) 10d (0.148") x 1-1/2" nails at downward angle through dimpled nailing guides.

2. Lean connector and rafter end against ridge beam at desired position. Install specified 10d (0.148" x 3") or 16d (0.162" x 3-1/2") nails through nail holes into ridge beam at right 90° angle. If skewing the rafter, only drive nails into ridge beam on inside flange.

3. Bend flange to desired angle.4. Hammer outside flange until edge touches header. Fasten outside

flange to ridge by driving specified 10d (0.148" x 3) or 16d (0.162" x 3-1/2") nails through nail holes.

• Web stiffeners are required for all wood I-Joist installations.• Designer may consider adding a tension restraint for the supported

member for roof slopes exceeding 6/12. Refer to pages 95-96.


Ref. No. W1 W2 H Qty Type Qty Type 100% 115% 100% 115% 100% 115% 100% 115%


18 1-9/16 1-3/4 5-1/16 610dHDG

710d x 1-1/2

HDG1590 1175 7.07 5.23 1250 925 5.56 4.11


2 - 2-1/8 LSSH20 LSSUI2.06, LSSU2.1

18 2-1/8 2-1/2 8-13/16 10 10d 7 10d x 1-1/2 2535 1555 11.28 6.92 1990 1220 8.85 5.43



18 1-9/16 1-3/4 5-1/16 610dHDG

710d x 1-1/2

HDG1295 1175 5.76 5.23 1015 925 4.51 4.11


2 - 2-1/8 LSSH20 LSSUI2.06, LSSU2.1

18 2-1/8 2-1/2 8-13/16 10 10d 7 10d x 1-1/2 2535 1555 11.28 6.92 1990 1220 8.85 5.43


1) Factored resistances have been increased 15% for short-term loads such as wind and earthquake; no further increase allowed. 2) NAILS: 10d x 1-1/2 nails are 0.148" dia. x 1-1/2" long, 10d nails are 0.148" dia. x 3" long, 16d nails are 0.162" dia. x 3-1/2" long.

Corr

osio

nFi

nish

SLOPED ONLY HANGERS

SKEWED HANGERS or SLOPED & SKEWED HANGERS

MiTekStock No.

SteelGauge

Dimensions (in)

Lbs Lbs

Fastener Schedule2

Rafter Width (in)

Header Rafter kN kN


2-1/4 - 2-5/16

LSSH23 LSSUI35 18 2-5/16 2-3/8 8-13/16 10 10d 7 10d x 1-1/2 2535 1555 11.28 6.92 1990 1220 8.85 5.43

2-1/4 - 2-5/16

LSSH23 LSSUI35 18 2-5/16 2-3/8 8-13/16 10 10d 7 10d x 1-1/2 2535 8.85 5.431555 11.28 6.92 1990 1220




LSSH210Typical LSSH179installation

LSSH35

LSSH15-TZ = 5-1/16" All other sizes = 8-7/8"

W2

W2

W1 W2

W2

3"

3"

Slope to 45° up or

down


2 3 & 41

Skew to 45° maximum

8-7/8"

EWP Hangers

W1

Glul

am B

eam

Con

nect

ors

180

Copyright © 2018 M


LGU / MGU / HGU Girder Hangers


LGU, MGU, and HGU’s are high capacity girder to girder face mount connectors. Fastening is by WS structural screws for ease of installation. Fastenings are placed high on connector to permit the connection of a deep carried member to a shallower carrying member. Very useful where tops of beams must be flush.

Materials: LGU / MGU – 10 gauge; HGU – 7 gaugeFinish: G90 galvanizing Options: See Specialty Options chart on page 181.Codes: Load values are derived from data submitted to various North American building code evaluators.

Installation:• Use all specified fasteners. See Product Notes, page 19.• WS structural screws supplied with connector. Substituting lag

screws will reduce capacity.• Beams comprised of multiple plies must be laminated to act

as a single member.• Multi-ply carrying beams may require additional connection

of laminations at connector.• Beam height dimension (H) must be specified when ordering.

Ref. No. W H1 D A Qty Type Qty Type UnitLbs 10760 6980 8655 6305kN 47.86 31.05 38.50 28.05Lbs 10760 6980 8655 6305kN 47.86 31.05 38.50 28.05Lbs 17465 8555 14055 7730kN 77.69 38.05 62.52 34.38Lbs 20240 11355 20240 11355kN 90.03 50.51 90.03 50.51Lbs 10760 6980 8655 6305kN 47.86 31.05 38.50 28.05Lbs 17465 8555 14055 7730kN 77.69 38.05 62.52 34.38Lbs 20240 11355 20240 11355kN 90.03 50.51 90.03 50.51Lbs 17465 8555 14055 7730kN 77.69 38.05 62.52 34.38Lbs 20240 11355 20240 11355kN 90.03 50.51 90.03 50.51Lbs 17465 8555 14055 7730kN 77.69 38.05 62.52 34.38Lbs 20240 11355 20240 11355kN 90.03 50.51 90.03 50.51Lbs 17465 8555 14055 7730kN 77.69 38.05 62.52 34.38Lbs 20240 11355 20240 11355kN 90.03 50.51 90.03 50.51Lbs 20240 11355 20240 11355kN 90.03 50.51 90.03 50.51Lbs 20240 11355 20240 11355kN 90.03 50.51 90.03 50.51

1) Factored resistances have been increased 15% for short-term loads such as wind and earthquake; reduce for other load durations in accordance with the code. 2) H denotes minimum hanger height. Specify height when ordering. 3) WS3 Wood Screws are 1/4" dia. x 3" long and are included in hangers.

Vertical100%

Vertical100%

Uplift1

115%Uplift1

115%



3-1/2

5-1/8

MGU3.63-SDS

HGU3.63-SDS

LGU5.25-SDS

MGU5.25-SDS

HGU5.25-SDS

BeamWidth

(in)

10

10

10

7

10

SteelGauge

MiTekStock No.

Fastener Schedule3

Header Truss

Dimensions (in)

H2

(min)

LGU3.25-SDS

LGU3.63-SDS

7

8-3/4

LGU325

LGU363

MGU363

HGU363

LGU525

MGU525

HGU525

MGU550

HGU562

HGU725

3-1/8

5-1/4

5-1/2

6-3/4 MGU700 MGU7.00-SDS

HGU700 HGU7.00-SDS

MGU5.50-SDS

HGU550 HGU5.50-SDS

MGU562 MGU5.62-SDS

10

7

10

7

10

HGU7.25-SDS

HGU900 HGU9.00-SDS 38

11

11

11

11

7

7

7

7 9

7

10

7 10-3/8

10-3/8

HGU5.62-SDS

8-5/8

WS3

38 WS3 24 WS3

12 WS3

18 WS3 12 WS3

18 WS3

24 WS3

WS3

24 WS3 16 WS3

12 WS3

24 WS3 16 WS3

18 WS3

38 WS3

WS3

24 WS3

24 WS3 16 WS3

38 WS3

38 WS3

WS3

3-1/4

3-5/8

3-5/8

3-5/8

5-1/4

5-1/4

5-1/4

5-1/2

5-1/2

5-5/8

5-5/8

8

WS3 24 WS3

38 WS3 24 WS3

24

11

WS3

24

8

9-1/4

4-3/4

7-3/8 4-1/2

10-3/8 5-1/4

WS3 24

WS3 16

24

16

38

4-3/4

8-5/8

10-3/8

3-1/4

4

4

9-1/4

9-1/4

11

8

7-3/8 4-1/2 3-1/4

7-3/8 4-1/2 3-1/4

8-5/8 4-1/2

10-3/8 5-1/4

4

9-1/4 8-5/8 4-1/2 4

11

7-1/4

10-3/8

9-1/4 4-1/2 4

5-1/4 4-3/4

4-1/2

5-1/4

4-1/2

5-1/4

5-1/4

5-1/4

4-3/4

4-3/4

4-3/4

4-3/4

8-5/8

10-3/8


Typical LGU, MGU, HGUinstallation

LGU, MGU, HGU

A

H

D

W

H1

Glulam Beam

Connectors

181

Copy

right

© 2

018

MiT

ek In

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ries,

Inc.

All

Righ

ts R

eser

ved

Floor Uplift3 Floor Uplift3 Floor Uplift3 Floor Uplift3

W H D Qty Type Qty Type 100% 115% 100% 115% 100% 115% 100% 115% 3-1/8 x 6 GHF31600 -- 12 3-3/16 5-7/8 2-3/8 10 WS25 4 WS25 3980 2340 17.70 10.41 3125 1835 13.90 8.16

3-1/8 x 7-1/2 GHF31750 -- 12 3-3/16 7-3/8 2-3/8 12 WS25 4 WS25 4770 2340 21.22 10.41 3745 1835 16.66 8.16

3-1/8 x 9 GHF31900 -- 12 3-3/16 8-7/8 2-3/8 16 WS25 5 WS25 6360 2920 28.29 12.99 4995 2295 22.22 10.21

3-1/8 x 10-1/2 GHF31105 -- 12 3-3/16 10-3/8 2-3/8 20 WS25 6 WS25 7950 3505 35.36 15.59 6240 2755 27.76 12.25

3-1/8 x 12 GHF31120 -- 12 3-3/16 11-7/8 2-3/8 22 WS25 6 WS25 8420 3505 37.45 15.59 6610 2755 29.40 12.25

3-1/8 x 13-1/2 GHF31135 -- 12 3-3/16 13-3/8 2-3/4 24 WS25 6 WS25 8420 3505 37.45 15.59 6610 2755 29.40 12.25

3-1/8 x 15 GHF31150 -- 12 3-3/16 14-7/8 2-3/4 26 WS25 7 WS25 9770 4100 43.46 18.24 7670 3220 34.12 14.32

3-1/8 x 16-1/2 GHF31165 -- 12 3-3/16 16-3/8 2-3/4 28 WS25 9 WS25 10565 5270 47.00 23.44 8295 4135 36.90 18.39

3-1/8 x 18 GHF31178 -- 12 3-3/16 17-3/4 2-3/4 30 WS25 11 WS25 11360 6435 50.53 28.62 8920 5055 39.68 22.49

3-1/4 x 9 GHF32900 -- 12 3-5/16 8-7/8 2-3/8 16 WS25 5 WS25 6360 2920 28.29 12.99 4995 2295 22.22 10.21

3-1/4 x 12 GHF32120 -- 12 3-5/16 11-7/8 2-3/8 22 WS25 6 WS25 8420 3505 37.45 15.59 6610 2755 29.40 12.25

1) Factored resistances based on seat bearing calculated at 560 psi perpendicular to grain. 2) WS25 Wood Screws are 1/4" dia. x 2-1/2" long and are included with GHF hangers. 3) Factored uplift resistances have been increased 15% for short-term loads such as wind and earthquake; reduce for other load durations in accordance with the code.



5-1/8 x 7-1/2 GHF51750 -- 12 5-3/16 7-3/8 2-3/8 14 WS3 4 WS3 5570 2340 24.78 10.41 4370 1835 19.44 8.16

5-1/8 x 9 GHF51900 -- 12 5-3/16 8-7/8 2-3/8 18 WS3 5 WS3 7160 2920 31.85 12.99 5620 2295 25.00 10.21

5-1/8 x 10-1/2 GHF51105 -- 12 5-3/16 10-3/8 2-3/8 22 WS3 6 WS3 8750 3505 38.92 15.59 6870 2755 30.56 12.25

5-1/8 x 12 GHF51120 -- 12 5-3/16 11-7/8 2-3/8 24 WS3 6 WS3 9540 3505 42.44 15.59 7490 2755 33.32 12.25

5-1/8 x 13-1/2 GHF51135 -- 7 5-3/16 13-3/8 2-3/8 26 WS3 6 WS3 11800 4010 52.49 17.84 9260 3145 41.19 13.99

5-1/8 x 15 GHF51150 -- 7 5-3/16 14-7/8 2-3/4 28 WS3 7 WS3 12705 4675 56.51 20.80 9975 3670 44.37 16.32

5-1/8 x 16-1/2 GHF51165 -- 7 5-3/16 16-3/8 2-3/4 30 WS3 7 WS3 13615 4675 60.56 20.80 10685 3670 47.53 16.32

5-1/8 x 18 GHF51178 -- 7 5-3/16 17-3/4 2-3/4 32 WS3 8 WS3 14520 5345 64.59 23.78 11400 4195 50.71 18.66

5-1/8 x 19-1/2 GHF51192 -- 7 5-3/16 19-1/8 2-3/4 34 WS3 8 WS3 15095 5345 67.15 23.78 11850 4195 52.71 18.66

5-1/8 x 21 GHF51205 -- 7 5-3/16 20-3/8 2-3/4 36 WS3 9 WS3 15545 6010 69.15 26.73 12200 4720 54.27 21.00

5-1/8 x 24 GHF51233 -- 7 5-3/16 23-1/4 2-3/4 40 WS3 11 WS3 16450 7345 73.17 32.67 12915 5770 57.45 25.67

5-1/4 x 9 GHF52900 -- 12 5-5/16 8-7/8 2-3/8 18 WS3 5 WS3 7160 2920 31.85 12.99 5620 2295 25.00 10.21

5-1/4 x 12 GHF52120 -- 12 5-5/16 11-7/8 2-3/8 24 WS3 6 WS3 9540 3505 42.44 15.59 7490 2755 33.32 12.25

6-3/4 x 6 GHF67600 -- 12 6-7/8 5-7/8 2-3/8 12 WS3 4 WS3 4770 2340 21.22 10.41 3745 1835 16.66 8.16

6-3/4 x 7-1/2 GHF67750 -- 12 6-7/8 7-3/8 2-3/8 16 WS3 5 WS3 6360 2920 28.29 12.99 4995 2295 22.22 10.21

6-3/4 x 9 GHF67900 -- 12 6-7/8 8-7/8 2-3/8 20 WS3 6 WS3 7950 3505 35.36 15.59 6240 2755 27.76 12.25

6-3/4 x 10-1/2 GHF67105 -- 12 6-7/8 10-3/8 2-3/8 24 WS3 8 WS3 9540 4685 42.44 20.84 7490 3675 33.32 16.35

6-3/4 x 12 GHF67120 -- 7 6-7/8 11-7/8 2-3/4 28 WS3 8 WS3 12705 5345 56.51 23.78 9975 4195 44.37 18.66

6-3/4 x 13-1/2 GHF67135 -- 7 6-7/8 13-3/8 2-3/4 30 WS3 8 WS3 13615 5345 60.56 23.78 10685 4195 47.53 18.66

6-3/4 x 15 GHF67150 -- 7 6-7/8 14-7/8 2-3/4 32 WS3 10 WS3 14520 6680 64.59 29.71 11400 5245 50.71 23.33

6-3/4 x 16-1/2 GHF67165 -- 7 6-7/8 16-3/8 2-3/4 34 WS3 10 WS3 15430 6680 68.64 29.71 12110 5245 53.87 23.33

6-3/4 x 18 GHF67180 -- 7 6-7/8 17-3/4 2-3/4 36 WS3 12 WS3 16335 8015 72.66 35.65 12825 6290 57.05 27.98

6-3/4 x 19-1/2 GHF67195 -- 7 6-7/8 19-1/8 3 40 WS3 14 WS3 18150 9350 80.74 41.59 14250 7340 63.39 32.65

6-3/4 x 21 GHF67210 -- 7 6-7/8 20-3/8 3 44 WS3 18 WS3 18875 12025 83.96 53.49 14820 9440 65.92 41.99

6-3/4 x 22-1/2 GHF67225 -- 7 6-7/8 21-7/8 3 46 WS3 20 WS3 18875 13360 83.96 59.43 14820 10485 65.92 46.64

6-3/4 x 24 GHF67240 -- 7 6-7/8 23-1/4 3 48 WS3 22 WS3 18875 14695 83.96 65.37 14820 11535 65.92 51.31

1) Factored resistances based on seat bearing calculated at 560 psi perpendicular to grain. 2) WS3 Wood Screws are 1/4" dia. x 3" long and are included with GHF hangers. 3) Factored uplift resistances have been increased 15% for short-term loads such as wind and earthquake; reduce for other load durations in accordance with the code.

GlulamSize (in)

MiTekStock No.

SteelGauge


Ref. No.

D Fir-L Factored Resistance1 S-P-F Factored Resistance1


GlulamSize (in)

MiTekStock No.

SteelGauge

Dimensions (in)

Lbs


kNJoist

Fastener Schedule2

LbsHeader kN

Ref. No.

Option MiTek Series Skewed1 Inverted Flange

1) Skewed hangers with skews greater than 15° may have all joist fasteners on outside flange. 2) One inverted-flange (IF) is available on the following sizes: LGU363, LGU525 MGU525, MGU550, MGU563, MGU700 HGU525, HGU550, HGU562, HGU700, HGU725, HGU900 3) The inverted flange option is not available on skewed LGU, MGU or HGU hangers. 4) Bevel cut rquired on skewed parts to meet table loads. 5) Skewed hangers typically require a bevel cut however, a square cut option may be available as a custom when requested.

One Inverted-Flange option available on some sizes.See footnotes 2 and 3.

100% of table value

Ordering



Ex. LGU525_H=18_SK45R_SQ

Add IF and right (R) or left (L)to product number.

Ex. LGU525_H=18_IFR

FactoredResistance

Range 1˚ to 45˚

LGUMGUHGU

LGUMGUHGU

LGU55% of table value.

30% of uplift.

MGU65% of table value.

30% of uplift.

HGU70% of table value.

30% of uplift.

Specialty Options Chart– refer to Specialty Options pages 246-247 for additional details

LGU / MGU / HGU Girder Hangers


GHF Glulam Face Mount Hangers

Materials: See chartFinish: Primer Options: See Specialty Options Chart on page 182.

Installation:• Use all specified fasteners. See Product Notes, page 19.• WS Wood Screws are supplied with GHF hangers.

Typical GHF51135installation

GHF

W D

H

2-1/8"

1) Skewed hangers with skews greater than 15° may have all joist fasteners on outside flange.

2) One inverted-flange (IF) is available on the following sizes: LGU363, LGU525 MGU525, MGU550, MGU563, MGU700 HGU525, HGU550, HGU562, HGU700, HGU725, HGU900

3) The inverted flange option is not available on skewed LGU, MGU or HGU hangers.

4) Bevel cut required on skewed parts to meet table loads.5) Skewed hangers typically require a bevel cut however, a square

cut option may be available as a custom when requested.


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GHF Glulam Face Mount Hangers




3-1/8 x 7-1/2 GHF31750 -- 12 3-3/16 7-3/8 2-3/8 12 WS25 4 WS25 4770 2340 21.22 10.41 3745 1835 16.66 8.16

3-1/8 x 9 GHF31900 -- 12 3-3/16 8-7/8 2-3/8 16 WS25 5 WS25 6360 2920 28.29 12.99 4995 2295 22.22 10.21

3-1/8 x 10-1/2 GHF31105 -- 12 3-3/16 10-3/8 2-3/8 20 WS25 6 WS25 7950 3505 35.36 15.59 6240 2755 27.76 12.25

3-1/8 x 12 GHF31120 -- 12 3-3/16 11-7/8 2-3/8 22 WS25 6 WS25 8420 3505 37.45 15.59 6610 2755 29.40 12.25

3-1/8 x 13-1/2 GHF31135 -- 12 3-3/16 13-3/8 2-3/4 24 WS25 6 WS25 8420 3505 37.45 15.59 6610 2755 29.40 12.25

3-1/8 x 15 GHF31150 -- 12 3-3/16 14-7/8 2-3/4 26 WS25 7 WS25 9770 4100 43.46 18.24 7670 3220 34.12 14.32

3-1/8 x 16-1/2 GHF31165 -- 12 3-3/16 16-3/8 2-3/4 28 WS25 9 WS25 10565 5270 47.00 23.44 8295 4135 36.90 18.39

3-1/8 x 18 GHF31178 -- 12 3-3/16 17-3/4 2-3/4 30 WS25 11 WS25 11360 6435 50.53 28.62 8920 5055 39.68 22.49

3-1/4 x 9 GHF32900 -- 12 3-5/16 8-7/8 2-3/8 16 WS25 5 WS25 6360 2920 28.29 12.99 4995 2295 22.22 10.21

3-1/4 x 12 GHF32120 -- 12 3-5/16 11-7/8 2-3/8 22 WS25 6 WS25 8420 3505 37.45 15.59 6610 2755 29.40 12.25

1) Factored resistances based on seat bearing calculated at 560 psi perpendicular to grain. 2) WS25 Wood Screws are 1/4" dia. x 2-1/2" long and are included with GHF hangers. 3) Factored uplift resistances have been increased 15% for short-term loads such as wind and earthquake; reduce for other load durations in accordance with the code.



5-1/8 x 7-1/2 GHF51750 -- 12 5-3/16 7-3/8 2-3/8 14 WS3 4 WS3 5570 2340 24.78 10.41 4370 1835 19.44 8.16

5-1/8 x 9 GHF51900 -- 12 5-3/16 8-7/8 2-3/8 18 WS3 5 WS3 7160 2920 31.85 12.99 5620 2295 25.00 10.21

5-1/8 x 10-1/2 GHF51105 -- 12 5-3/16 10-3/8 2-3/8 22 WS3 6 WS3 8750 3505 38.92 15.59 6870 2755 30.56 12.25

5-1/8 x 12 GHF51120 -- 12 5-3/16 11-7/8 2-3/8 24 WS3 6 WS3 9540 3505 42.44 15.59 7490 2755 33.32 12.25

5-1/8 x 13-1/2 GHF51135 -- 7 5-3/16 13-3/8 2-3/8 26 WS3 6 WS3 11800 4010 52.49 17.84 9260 3145 41.19 13.99

5-1/8 x 15 GHF51150 -- 7 5-3/16 14-7/8 2-3/4 28 WS3 7 WS3 12705 4675 56.51 20.80 9975 3670 44.37 16.32

5-1/8 x 16-1/2 GHF51165 -- 7 5-3/16 16-3/8 2-3/4 30 WS3 7 WS3 13615 4675 60.56 20.80 10685 3670 47.53 16.32

5-1/8 x 18 GHF51178 -- 7 5-3/16 17-3/4 2-3/4 32 WS3 8 WS3 14520 5345 64.59 23.78 11400 4195 50.71 18.66

5-1/8 x 19-1/2 GHF51192 -- 7 5-3/16 19-1/8 2-3/4 34 WS3 8 WS3 15095 5345 67.15 23.78 11850 4195 52.71 18.66

5-1/8 x 21 GHF51205 -- 7 5-3/16 20-3/8 2-3/4 36 WS3 9 WS3 15545 6010 69.15 26.73 12200 4720 54.27 21.00

5-1/8 x 24 GHF51233 -- 7 5-3/16 23-1/4 2-3/4 40 WS3 11 WS3 16450 7345 73.17 32.67 12915 5770 57.45 25.67

5-1/4 x 9 GHF52900 -- 12 5-5/16 8-7/8 2-3/8 18 WS3 5 WS3 7160 2920 31.85 12.99 5620 2295 25.00 10.21

5-1/4 x 12 GHF52120 -- 12 5-5/16 11-7/8 2-3/8 24 WS3 6 WS3 9540 3505 42.44 15.59 7490 2755 33.32 12.25

6-3/4 x 6 GHF67600 -- 12 6-7/8 5-7/8 2-3/8 12 WS3 4 WS3 4770 2340 21.22 10.41 3745 1835 16.66 8.16

6-3/4 x 7-1/2 GHF67750 -- 12 6-7/8 7-3/8 2-3/8 16 WS3 5 WS3 6360 2920 28.29 12.99 4995 2295 22.22 10.21

6-3/4 x 9 GHF67900 -- 12 6-7/8 8-7/8 2-3/8 20 WS3 6 WS3 7950 3505 35.36 15.59 6240 2755 27.76 12.25

6-3/4 x 10-1/2 GHF67105 -- 12 6-7/8 10-3/8 2-3/8 24 WS3 8 WS3 9540 4685 42.44 20.84 7490 3675 33.32 16.35

6-3/4 x 12 GHF67120 -- 7 6-7/8 11-7/8 2-3/4 28 WS3 8 WS3 12705 5345 56.51 23.78 9975 4195 44.37 18.66

6-3/4 x 13-1/2 GHF67135 -- 7 6-7/8 13-3/8 2-3/4 30 WS3 8 WS3 13615 5345 60.56 23.78 10685 4195 47.53 18.66

6-3/4 x 15 GHF67150 -- 7 6-7/8 14-7/8 2-3/4 32 WS3 10 WS3 14520 6680 64.59 29.71 11400 5245 50.71 23.33

6-3/4 x 16-1/2 GHF67165 -- 7 6-7/8 16-3/8 2-3/4 34 WS3 10 WS3 15430 6680 68.64 29.71 12110 5245 53.87 23.33

6-3/4 x 18 GHF67180 -- 7 6-7/8 17-3/4 2-3/4 36 WS3 12 WS3 16335 8015 72.66 35.65 12825 6290 57.05 27.98

6-3/4 x 19-1/2 GHF67195 -- 7 6-7/8 19-1/8 3 40 WS3 14 WS3 18150 9350 80.74 41.59 14250 7340 63.39 32.65

6-3/4 x 21 GHF67210 -- 7 6-7/8 20-3/8 3 44 WS3 18 WS3 18875 12025 83.96 53.49 14820 9440 65.92 41.99

6-3/4 x 22-1/2 GHF67225 -- 7 6-7/8 21-7/8 3 46 WS3 20 WS3 18875 13360 83.96 59.43 14820 10485 65.92 46.64

6-3/4 x 24 GHF67240 -- 7 6-7/8 23-1/4 3 48 WS3 22 WS3 18875 14695 83.96 65.37 14820 11535 65.92 51.31

1) Factored resistances based on seat bearing calculated at 560 psi perpendicular to grain. 2) WS3 Wood Screws are 1/4" dia. x 3" long and are included with GHF hangers. 3) Factored uplift resistances have been increased 15% for short-term loads such as wind and earthquake; reduce for other load durations in accordance with the code.

GlulamSize (in)

MiTekStock No.

SteelGauge


Ref. No.



GlulamSize (in)

MiTekStock No.

SteelGauge

Dimensions (in)

Lbs


kNJoist

Fastener Schedule2

LbsHeader kN

Ref. No.

Specialty Options Chart– refer to Specialty Options pages 246-247 for additional details

Option Skewed1,3 Sloped Seat2 Sloped / Skewed1,2 Inverted Flange

1) Skewed hangers with skews greater than 15° may have all joist nailing on outside flange. 2) Sloped or sloped / skewed hangers with slopes greater than 15° may have additional joist nails. 3) Skewed hangers typically require a bevel cut however, a square cut option may be available as a custom when requested.

Range 1˚ to 50˚ 1˚ to 45˚ See Sloped Seat and SkewedNot available in widths

less than 4-1/2"

FactoredResistance

Ordering

80% of table load75% of uplift load on skews

greater than 15˚.

100% of table load.65% of table load when

fastening into the support members end grain.


square cut (SQ) orbevel cut (BV)

to product number.Ex. GHF31900_SK45R_BV


GHF31900_SK45R_BV_SL30D

Add IF to product number.Ex. GHF51135_IF

Add SL, slope required, and up (U) or down (D),

to product number.Ex. GHF31900_SL30D

100% of table load100% of table load.

75% of uplift load on skewsgreater than 15˚.

Typical GHF51135IFinverted flange

installation

Glulam Beam

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KEGQ Glulam Beam Hangers

WS Wood Screw fastening, heavy steel construction, and a continuous top flange allow the KEGQ products to have high load capacities.

Materials: See chartFinish: Primer

Installation:• Use all specified fasteners.• WS3 Wood Screws, ¼" dia. x 3" long, are supplied with

KEGQ hangers.• Minimum header height (H) is 11-7/8".• Beam height dimension (H) must be specified when ordering.

Ref. No W H2 Qty Type Qty Type UnitLbs 30875 9730 24235 7640

kN 137.34 43.28 107.80 33.98

Lbs 30875 17270 24235 13555kN 137.34 76.82 107.80 60.30Lbs 30875 17270 24235 13555kN 137.34 76.82 107.80 60.30

1) Factored resistances have been increased 15% for short-term loads such as wind and earthquake; reduce for other load durations in accorandance with the code. 2) "Specify" denotes the required supported beam height that must be specified at the time of ordering, with 11" being the minimum. 3) WS3 Wood Screws are 1/4" dia. x 3" long and are included with KEGQ hangers.

28 WS3 12 WS3

28 WS3 12 WS3

5-1/2

7-1/4

specify

specify

specify

EGQ5.50-SDS3

EGQ7.25-SDS3

3

3 7

7

3 7

5-1/4

7

KEGQ362

KEGQ550

KEGQ725

12 WS33-1/2 EGQ3.62-SDS3 3-5/8 WS328

Uplift

115%1

Uplift

115%1



Vertical100%

Fastener Schedule3

Header Joist

U-Strap

Vertical100%

MiTekStock No.

Joist orPurlinSize

Dimensions (in)Steel Ga.

TopFlange

Typical KEGQ550installation

KEGQ550

KEG / KLEG / KMEG Bolted Glulam Beam Hangers

Bolt-only fastening, heavy steel construction, and a continuous top flange allow the KLEG, KMEG, and KEG products to have high load capacities.

KLEG – (4) bolt light-duty hanger.

KMEG – (6) bolt medium-duty hanger.

KEG – (8) bolt heavy-duty hanger.

Materials: See chartFinish: PrimerOptions: See Specialty Options Chart.Codes: Load values are derived from data submitted to various North American building code evaluators.

Installation:• Use all specified fasteners. See Product Notes, page 19.• Bolts are not supplied unless ordered separately. Bolts

provided by other suppliers must meet or exceed ASTM A 307 Grade A, or ASME SAE Grade 2.

• Minimum header height is 10" for the KLEG; 13" for the KMEG; 20" for the KEG.

• Beam height dimension (H) must be specified when ordering.

Typical KLEG5 installation

KLEG3 KEG5 KLEG without top flange

KMEG5

H4"

4"

4"

4"

4"

4"

DW

17-1/2"

LTF

D3"

3"

TF L

H8-1/4"

4"

3"

W

H

4"

3"

3"

DW

LTF

3"

11-1/4"

3"

W

18"

11-3/4"

6"

H


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KEG / KLEG / KMEG Bolted Glulam Beam Hangers

Ref. No. W H3 D TF L Qty Qty UnitLbs 15060 5125 4040 12950 4410 3475kN 66.99 22.80 17.97 57.60 19.62 15.46Lbs 15060 5125 5125 12950 4410 5085kN 66.99 22.80 22.80 57.60 19.62 22.62Lbs 17555 7620 5915 15095 6555 5085kN 78.09 33.90 26.31 67.15 29.16 22.62Lbs 23125 13190 7625 19890 11345 6560kN 102.87 58.67 33.92 88.48 50.47 29.18Lbs 15060 5125 5125 12950 4410 5085kN 66.99 22.80 22.80 57.60 19.62 22.62Lbs 17555 7620 5910 15095 6555 5085kN 78.09 33.90 26.29 67.15 29.16 22.62Lbs 24410 13235 9595 20995 11380 8250kN 108.58 58.87 42.68 93.39 50.62 36.70Lbs 26100 13270 9580 22445 11410 8240kN 116.10 59.03 42.61 99.84 50.75 36.65Lbs 27785 13300 9570 23895 11440 8230kN 123.59 59.16 42.57 106.29 50.89 36.61

1) Factored resistances are for a supporting member with a width of 5-1/2", and 560 psi perpendicular to grain loading in single shear. 2) Factored uplift resistances have been increased 15% for short-term loads such as wind and earthquake; reduce for other load durations in accordance with the code. 3) "Specify" denotes the required supported beam height that must be specified at the time of ordering.

Vertical100%

Uplift

115%2Vertical100%


Vertical100%

Vertical100%

Uplift

115%2MiTek

Stock No.Top

Flange

Dimensions (in)Steel Gauge

Joist

BoltDia.

BoltDia.

With Top Flange

Fastener Schedule

Header With Top Flange

WithoutTop Flange

WithoutTop Flange

6

specify

specify

6

6

specify

122-1/2

BeamWidth

(in)

5-1/4

6-7/8 13-1/2

15-1/2

2-1/2

2-1/2

2-1/2

6

6

6

7

specify 6 12

specify

1

1

2

2

2

8

8

8

2

8-7/8

10-7/8

1

1

2

2

2

3/4

3/4

3/4

3/4

3/4

3/4

3/4

3/4

3/4

3/4

1

1

2

2

8

1

1

1/4 7

LEG7

KEG9

KEG11

4 LEG3 7 7 2-1/23-1/4

specify

specify

specify

EG5

4

4

2-1/2

2-1/2 17-1/2

12

12

12

12

3-1/8

5-1/8

6-3/4

8-3/4

10-3/4

LEG5

7 7

7

7 7

7 7

1/4 7

1/4

EG7

EG9

--

7

MEG5

MEG7

KEG7

1/4

KLEG3

KLEG5

KMEG5

KEG5

KLEG7

KMEG7

U-Strap

2-1/2

2-1/25-1/4

6-7/8

6

6

6

6

specify7

5-1/4

6-7/8

Option Skewed3,4 Sloped Seat Top Flange Offset1,2

1) Top flange offset hangers may not be skewed. 2) Top flange offset option is not available for KEG models. 3) Carried member must have square cut end on skewed option. Refer to Typical PHXU hanger, skewed, left shown, square cut illustration on page 248.

Range --

KLEG – 14,400 lbs. Max.KMEG – 14,400 lbs. Max.KEG – 20,520 lbs. Max.

KLEG – 13,920 lbs. Max.KMEG – 13,,920 lbs. Max.KEG – 13,920 lbs. Max.

1˚ to 45˚ 1˚ to 45˚

KMEG - 8,160 lbs. Max.KMEG - 11" min. height.

KLEG - 8,160 lbs. Max.KLEG - 9" min. height.


square cut (SQ) to product number.Ex. KLEG3_H=112_SK45R_SQ


to product number.Ex. KLEG3_H=112_SL30D


Ex. KLEG3_H=112_OSL

FactoredResistance

Ordering



Glulam Beam

Connectors

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KGB / KHGB / KHHB Glulam Top Mount Hangers

These hangers cover medium-to-heavy glulam beam and purlin applications.

KHHB – Medium capacity hanger.

KGB – Medium-to-heavy capacity hanger.

KHGB – Heavy capacity hanger.


Installation:• Use all specified fasteners. See Product Notes, page 19.• WS3 Wood Screws are supplied with hangers.• Beam height dimension (H) must be specified when ordering.• Minimum height (H) is 7-1/2".• See Welded Installation chart on page 250.

Top Face

Ref. No. W H3 D Qty Qty Qty UnitLbs 9545 3005 7495 2360kN 42.46 13.37 33.34 10.50Lbs 10165 3005 7980 2360kN 45.22 13.37 35.50 10.50Lbs 9545 3005 7495 2360kN 42.46 13.37 33.34 10.50Lbs 10165 3005 7980 2360kN 45.22 13.37 35.50 10.50Lbs 10165 3005 7980 2360kN 45.22 13.37 35.50 10.50Lbs 9545 3005 7495 2360kN 42.46 13.37 33.34 10.50Lbs 10165 3005 7980 2360kN 45.22 13.37 35.50 10.50Lbs 10165 3005 7980 2360kN 45.22 13.37 35.50 10.50

1) Factored resistances are based on 560 psi perpendicular to grain loading. 2) Factored uplift resistances have been increased 15% for short-term loads such as wind and earthquake; reduce for other load durations in accordance with the code. 3) "Specify" denotes the required supported beam height must be specified at the time of ordering. 4) Supporting header shall be no less than 3" thick. 5) WS3 Wood Screws are 1/4" dia. x 3" long and are included with hangers.

KHGB7

Dimensions (in)3

MiTekStock No.

SteelGauge

3

3-1/2

4

specify

specify

specify

33-1/4

3-1/4

5-1/4

5-1/4

5-1/4

6-7/8

6-7/8

6-7/8

3-1/2

3

4 10 WS3 6 WS3

4 10 WS3 6 WS3

4 6 WS3 6 WS3

4 6 WS3 6 WS3

4 12 WS3 6 WS3

4 12 WS3 6 WS3

4 10 WS3 6 WS3

Vertical100%

Uplift2

115%Vertical100%

Uplift2

115%WoodScrew

WoodScrew

S-P-F


6 WS3 6 WS3

Header4 Joist

Fastener Schedule5 D Fir-L


4

6-3/4

HHB7

GB7

HGB7

7

7

7

7

7

7

7

7

HHB3

GB3

HHB5

GB5

HGB5

KHHB3

KGB3

KHHB5

KGB5

KHGB5

KHHB7

KGB7

3-1/2

4

specify

specify

specify

specify

specify

BeamWidth

(in)

3-1/8

5-1/8

KHGB


Typical KHHB installation

KHHB

KGB

H

D

D

D

W

W

W

2-1/2"

2-1/2"

2-1/2"

H

H

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Typical KGLT5 installation

These heavy beam hangers are designed for use with glulam and timber beams. The continuous top mount flange offers high load capacity with minimal fastening.

KGLT – Medium capacity hanger.

KHGLT – Heavy capacity hanger.

Materials: Top Flange – 3 gauge; U-Strap – 7 gaugeFinish: PrimerOptions: See Specialty Options Chart on page 187.Codes: Load values are derived from data submitted to various North American building code evaluators.

Installation:• Use all specified fasteners. See Product Notes, page 19.• Beam height dimension (H) must be specified when ordering.• See Welded Installation chart on page 250.

Ref. No. W H3 L Qty Unit 100% 100%Lbs 15325 4575 12030 3590kN 68.17 20.35 53.51 15.97Lbs 19455 3875 15275 3040kN 86.54 17.24 67.95 13.52Lbs 15325 4575 12030 3590kN 68.17 20.35 53.51 15.97Lbs 19455 3875 15275 3040kN 86.54 17.24 67.95 13.52Lbs 15325 4575 12030 3590kN 68.17 20.35 53.51 15.97Lbs 19455 3875 15275 3040kN 86.54 17.24 67.95 13.52Lbs 15325 4575 12030 3590kN 68.17 20.35 53.51 15.97Lbs 19455 3875 15275 3040kN 86.54 17.24 67.95 13.52Lbs 19455 3875 15275 3040kN 86.54 17.24 67.95 13.52Lbs 15325 4575 12030 3590kN 68.17 20.35 53.51 15.97Lbs 19455 3875 15275 3040kN 86.54 17.24 67.95 13.52Lbs 15325 4575 12030 3590kN 68.17 20.35 53.51 15.97Lbs 19455 3875 15275 3040kN 86.54 17.24 67.95 13.52Lbs 19455 3875 15275 3040kN 86.54 17.24 67.95 13.52

1) Factored uplift resistances have been increased 15% for short-term loads such as wind and earthquake; reduce for other load durations in accordance with the code. 2) KGLT and KHGLT load values based on 625 psi perpendicular to grain loading. 3) "Specify" denotes the required supported beam height that must be specified at time of ordering, with 7-1/2" being the minimum. 4) WS3 Wood Screws are 1/4" dia. x 3" long and are included with the hangers. 5) No further increase for duration of load allowed.

specify

specify

specify

3-1/8

3-1/2

5-1/8

5-1/2

6-3/4

8-3/4

specify

specify

specify

specify

specify

specify

specify

specify

specify

specify

HGLTV5.37

KGLT7 GLT7, GLTV7.12

--

GLT3

12 WS3 6 WS3

14 6 12 WS3 6 WS3

16 6

WS3

14 4 6 WS3 8 WS3

12 6 12 WS3 6

WS3

12 4 6 WS3 8 WS3

12 6 12 WS3 6

WS3

12 6 12 WS3 6 WS3

12 4 6 WS3 8

6 WS3

10 4 6 WS3 8

WS3

12 6 12 WS3 6 WS3

10 4 6 WS3 8

3-5/8

5-1/4

5-1/4

5-5/8

5-5/8

5-3/8

8 WS3

12 6 12 WS3 6 WS3

specify 10 4 6 WS3

WS3

12 6 12 WS3

6-7/8

6-7/8

8-7/8

8-7/8

10-7/8

HGLT7, HGLTV7.12

GLT5, GLTV5

10-3/4

KGLT3

KHGLT3

KGLT5

KHGLT6

KHGLT7

KHGLT11

5-5/16

KGLT9 --

KHGLT9 HGLT9, HGLTV9

HGLT6, HGLTV6

KHGLT537

3-1/4

3-1/4

3-5/8


KGLT6 GLT6, GLTV6

HGLT3

KGLT4 GLT4, GLTV4


D Fir-L


Uplift1

115%

S-P-F


BeamWidth

MiTekStock No.

Dimensions (in)

Header Joist

Fastener Schedule4

fcp = 625 psi

fcp = 625 psi

WoodScrew

WoodScrew

Uplift1

115%TopQty

FaceQty

KGLT / KHGLT Glulam Beam Hangers

KGLT

KHGLT

L

L

H

H

5"

6"

W

W

3-1/2"

2-1/2"

2-1/2"

6-3/4"



Glulam Beam

Connectors

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KGLT / KHGLT Glulam Beam Hangers

Option Skewed1,3 Sloped Seat2,3 Sloped / Skewed1,2,3 Sloped Top Flange4 Top Flange Offset Saddle

Range 1˚ to 50˚ 1˚ to 45˚ See Sloped Seat and Skewed 0˚ to 45˚ -- --

1) Skewed hangers with skews greater than 15° may have all joist nailing on outside flange. 2) Sloped or sloped / skewed hangers with slopes greater than 15° may have additional joist nails. 3) Skewed hangers typically require a bevel cut however, a square cut option may be available as a custom when requested. 4) Sloped top flanges with slopes greater than 15° may have additional header nails.

FactoredResistance

Ordering

50% of uplift load onskew greater than 15˚


square cut (SQ) or bevel cut (BV) to

product number. Ex. KGLT3_H=16_SK45R_BV



KGLT3_H=16_SA=5-1/2"

KGLT – 5,920 lbs. Max.

KHGLT – 10,080 lbs. Max.



KGLT3_H=16_SL30D


KGLT3_H=16_SK45R_BV_SL30D

Add SF, angle requiredand right (R) or left (L),

to product number.Ex. KGLT3_H=16_SF30L


Ex. KGLT3_H=16_OSL

50% of uplift load onskew greater than 15˚

100% of table load

60% of table loadfor KGLT.

45% of table loadfor KHGLT.



KGLS / KGLST / KHGLS / KHGLST Glulam Saddle Hangers

KGLS – Saddle hanger.

KGLST – Saddle hanger with seismic straps.

KHGLS – Heavier version of KGLS.

KHGLST – Heavier version of KGLST.

Materials: Top flange - 3 gauge; Stirrup - 7 gaugeFinish: PrimerOptions: See KGLS / KHGLS Specialty Options Chart on page 188.Codes: Load values are derived from data submitted to various North American building code evaluators.

Installation:• Use all specified fasteners. See Product Notes, page 19. • Loads and nail schedule apply to each saddle hanger stirrup.• Minimum header height is 8-1⁄2" for the KGLS; 8-1⁄2" for the

KGLST; 10-1⁄2" for the KHGLS, and 10-1⁄2" for the KHGLST. • Beam height dimension (H) must be specified when ordering.• KGLST and KHGLST models include seismic straps which must

be installed with (3) 3⁄4" thru-bolts in each supported member and (2) 3⁄4" thru-bolts into the supporting beams.

• See Welded Installation chart on page 250.KHGLST

KGLSTypical KHGLSTinstallation


SA L

DW

H

Vertical Uplift Vertical Uplift Vertical Uplift Vertical Uplift

Type Qty Type 100% 115% 100% 115% 100% 115% 100% 115%

2x 4 -- WS15 8 WS15 7565 -- 33.65 -- 6220 -- 27.67 --3x 4 2 WS15 8 WS15 10905 -- 48.51 -- 8595 -- 38.23 --

(2) 2x 4 4 WS3 8 WS3 9335 -- 41.52 -- 7935 -- 35.30 --4X 4 6 WS3 8 WS3 9895 -- 44.02 -- 8580 -- 38.17 --

1) Listed loads shall not be increased. 2) The nailer must be sized to fit the supported width and be of sufficient thickness to satisfy specified top flange nailing requirements. A design professional must specify nailer attachment to steel beams. 3) MiTek's WS15 Wood Screws are 1/4" dia. x 1-1/2" long and are not included with hangers. 4) MiTek's WS3 Wood Screws are 1/4" dia. x 3" long and are not included with hangers.

kN

KGLT

Fastener Schedule3,4 D Fir-L Factored Resistance1 S-P-F Factored Resistance1

MiTekSeries

Nailer

Size2


TopQty

FaceQty

KGLT Nailer Options – chart represents maximum factored resistance for hangers used on wood nailers. Reference page 148.


Glul

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Con

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Ref. No. W H7 D L SA Type Dia. UnitLbs 15570 3755 12225 2945kN 69.26 16.70 54.38 13.10Lbs 19265 3755 15125 2945kN 85.69 16.70 67.28 13.10Lbs 15570 3755 12225 2945kN 69.26 16.70 54.38 13.10Lbs 19265 3755 15125 2945kN 85.69 16.70 67.28 13.10Lbs 15570 3755 12225 2945kN 69.26 16.70 54.38 13.10Lbs 19265 3755 15125 2945kN 85.69 16.70 67.28 13.10Lbs 22020 3755 17290 2945kN 97.95 16.70 76.91 13.10Lbs 28075 3755 22040 2945kN 124.88 16.70 98.04 13.10Lbs 23450 3755 18410 2945kN 104.31 16.70 81.89 13.10Lbs 29505 3755 23165 2945kN 131.24 16.70 103.04 13.10Lbs 30595 5005 24020 3930kN 136.09 22.26 106.85 17.48Lbs 28575 5005 22435 3930kN 127.11 22.26 99.80 17.48Lbs 29850 3755 23435 2945kN 132.78 16.70 104.24 13.10Lbs 35755 3755 28070 2945kN 159.05 16.70 124.86 13.10Lbs 29850 3755 23435 2945kN 132.78 16.70 104.24 13.10Lbs 37825 3755 29695 2945kN 168.25 16.70 132.09 13.10Lbs 32630 5005 25615 3930kN 145.15 22.26 113.94 17.48Lbs 36565 5005 28705 3930kN 162.65 22.26 127.69 17.48Lbs 32630 5005 25615 3930kN 145.15 22.26 113.94 17.48Lbs 40505 5005 31800 3930kN 180.18 22.26 141.45 17.48

1) Factored uplift resistances have been increased 15% for short-term loads such as wind and earthquake; reduce for other load durations in accordance with the code. 2) Factored resistances and fastener schedules apply to each side of the saddled hanger. 3) Minimum header height is 8-1/2" for the KGLS and KGLST; 10-1/2" for the KHGLS and KHGLST. 4) Hangers with seismic straps may require a minimum joist depth. Consult MiTek for additional information. 5) WS3 Wood Screws are 1/4" dia. x 3" long and are included with hangers. 6) The bearing loads are based on 560 psi. 7) "Specify" denotes the required supported beam height that must be specified at time of ordering.

HeaderQty

JoistQty

HeaderQty

JoistQty

6-1/2

6-1/2

6-1/2

6

Vertical100%

16

6-1/2

5

6-1/2

5

6-1/2

5

6-1/2

5

6-1/2

6-1/2

6

5

6

5

6-1/2

12

12

12

14

12

specify

specify

specify

10

6

10

6

10

9

12

9

12

12

12

12

12

6-7/8

6-7/8

8-7/8

8-7/8

specify

8-7/8

8-7/8

5 6 5-1/4

5-1/4

6-7/8

6-7/8

8-7/8

8-7/8

5-1/4

5-1/4

6-7/8

6-7/8

specify

specify

6-7/8

6-7/8

6-7/8

6-7/8

6-7/8 specify

specify

specify

5-1/4

5-1/4

6-7/8 specify

specify

specify

specify

specify

3-1/4

3-1/4

3-1/4

3-1/4

3-1/4

3-1/4

5-1/4

5-1/4

5-1/45-1/8

6-3/4

8-3/4

specify

specify

specify

specify

specify

specify

specify

specify

specify

specify

specify

specify

--

HGLS7

--

HGLS9

--

HGLS5

--

GLS7-7

5-1/4

--

GLS7-9

--

GLS5-5

--

GLS5-7

--

GLS3-5

--

GLS3-7

--

GLS3-9

KGLST79

KHGLS7

KHGLST7

KHGLS9

KHGLST9

KHGLS5

KHGLST5

KGLS77

KGLST77

KGLS79

-- --

14 8 WS3 2 3 3/4

14 8 WS3 --

-- --

14 8 WS3 2 3 3/4

14 8 WS3 --

-- --

6 6 WS3 2 3 3/4

6 6 WS3 --

-- --

6 6 WS3 2 3 3/4

6 6 WS3 --

-- --

14 8 WS3 2 3 3/4

14 8 WS3 --

-- --

6 6 WS3 2 3 3/4

6 6 WS3 --

-- --

6 6 WS3 2 3 3/4

6 6 WS3 --

6 6 WS3 2 3 3/4

6 6 WS3 --

3-1/8

Uplift1

115%

D Fir-L


S-P-F


KGLS55

KGLST55

Fastener Schedule

--6 6 WS3

6 6

-- --

SupportedGlulam

Beam Size(in)

Dimensions (in)3

MiTekStock No.

KGLS35

KGLST35

KGLS37

6 6 WS3

KGLS57

KGLST57

Bolts

Uplift1

115%Vertical100%

WS3 2 3 3/4

Wood Screws2,5

-- --

KGLST37

KGLS39

KGLST39

2 3 3/4

6 6 WS3 --

-- --

KGLS / KGLST / KHGLS / KHGLST Glulam Saddle Hangers

Option Skewed1,3 Sloped Seat2 Sloped / Skewed1,2 Sloped Top Flange4 Top Flange Offset Saddle

Range 1˚ to 50˚ 1˚ to 45˚ See Sloped Seat and Skewed 0° to 30° May not be skewed 5" minimum saddle

1) Skewed hangers with skews greater than 15° may have all joist nailing on outside flange. ` 2) Sloped or sloped / skewed hangers with slopes greater than 15° may have additional joist nails. 3) Skewed hangers typically require a bevel cut however, a square cut option may be available as a custom when requested. 4) Sloped top flanges with greater than 15° may have additional header nails.

50% of table loadfor KGLS.

45% of table loadfor KHGLS.



KGLS35H115_SL30D



KGLS35H115_SF30L

See Sloped Seat and Skewed.Example:

KGLS35H115_SK45R_BV_SL30D



Example:KGLS35H115_OSL

Add SA, andsaddle width requiredto product number.

Example:KGLS35H115_SA=5-1/2"

KGLS - 7,920 lbs. Max.KHGLS - may not

be sloped / skewed.100% of table load

FactoredResistance

Ordering

KGLS – 6,500 lbs. Max.KHGLS – 7,980 lbs. Max.

50% of uplift load on skews greater than 15°.


square cut (SQ) or bevel cut (BV)

to product number.Ex. KGLS35H115_SK45R_BV

KGLS – 9,360 lbs. Max.

KHGLS – 13,200 lbs. Max.

KGLS / KHGLS Specialty Options Chart – refer to Specialty Options pages 246, 248-249 for additional details


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NOP Moisture Barrier Plates

Truss & Rafter

Moisture Barrier Plates protect the bottom chords of trusses from moisture damage caused by direct contact with concrete. These plates eliminate the need for more expensive treated wood plates.


Installation:• Use all specified fasteners. See Product Notes, page 19.• Pre-attach to truss bottom chord or rafter using pre-punched prongs

and/or 6d common nails to prevent wood-to-concrete contact.

Size Ref. No. W L Qty Type NOP2X TSS2, TBP8 26 1-7/16 8 -- -- NOP1 -- 22 1-1/2 8 2 6d

4x NOP4 TSS2-2 26 3-1/2 8 2 6d

1) NAILS: 6d nails are 0.120" dia. x 2" long.

MiTekStock No.

SteelGauge


2x

LPTA Embedded Truss Anchors

Low profile design attaches to 2x4 or larger bottom chords and provides uplift and lateral load resistance.


Installation:• Use all specified fasteners. See Product Notes, page 19.• Embed LPTA 4" into concrete tie beam or masonry bond beam.• Anchors should be spaced no closer than 8" center-to-center.• Moisture barrier may be required.

Ref. No. W H Type3 UnitLbs 1555 1005 1865 1555 1005 1865kN 6.92 4.47 8.30 6.92 4.47 8.30

1) Factored resistances have been increased 15% for short-term loads such as wind and earthquake; reduce for other load durations in accordance with the code. 2) Minimum quantity of fasteners to be installed. Product may have additional nail holes not needed to meet published factored resistance of product. 3) NAILS: 10d x 1-1/2 nails are 0.148" dia. x 1-1/2" long.

Uplift115%

F1115%

F2115%

Min

Qty2

Fastener Schedule

D Fir-L


S-P-F


Uplift115%

F1115%

F2115%

MiTekStock No.

10d x 1-1/21018 5 8-1/4 LTA2 LPTA

SteelGauge

Dimensions(in)

LPTATypical LPTA perpendicular

installation

Typical LPTA parallel installation

Uplift

F1

F2

NOP2X

NOP1

NOP4

Typical NOP4 installation

L

L

LW

W

W

1-7/16"1-3/4"

H

W

4"

Uplift

F1F1

F2

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The HLPTA75 is designed and tested to provide higher lateral capacity and net uplift. Offers greater pullout resistance and is compatible with bond beam reinforcing.


Installation:• Use all specified fasteners. See Product Notes, page 19.• Embed in concrete tie beam or masonry bond beam until

the seat is resting on the surface.• Minimum of one #7 rebar or two #5 rebars through the

theoretical shear cone is required.• Grout or concrete compressive strength shall be 2,500 psi

at 28 days.• Minimum spacing between anchors is 10" to achieve

full design load capacities on single anchors.• When used in a double rebar installation, concrete tie

beam stirrup should be sized to accommodate connector leg placement.

• Designer shall verify connector clearance when using in conjunction with stirrups and two rebar applications.

• Verify grout is not in contact with truss member. Moisture barrier may be required.

HLPTA Embedded Truss Anchor

Truss & Rafter

Qty Qty TypeSingle Anchor 2 20 10d x 1-1/2 3105 2590 2500 13.81 11.52 11.12 2660 2220 2145 11.83 9.88 9.54Double Anchor -- 40 10d x 1-1/2 5085 2995 3045 22.62 13.32 13.54 4355 2565 2610 19.37 11.41 11.61

1) Short-term load duration has been taken into consideration; no further increase is allowed. 2) NAILS: 10d x 1-1/2 nails are 0.148" dia. x 1-1/2" long.

Fastener Schedule2

Lbs kNkN LbsD Fir-L Factored Resistance1 S-P-F Factored Resistance1

SeatPlate

Truss/Rafter Uplift

115%F1

115%F2

115%Uplift115%

F1115%

F1115%

F2115%

InstallationType

HLPTA75

MiTekStock No. Ga.

-- 18

Ref. No.

F2115%

Uplift115%

F1115%

F2115%

Uplift115%

Typical HLPTA75 single rebar installation

Typical HLPTA75single anchor installation

HLPTA75

Typical HLPTA75 double rebar installation

Typical HLPTA75double anchor installation

Truss member Truss

member

Masonry wall

Tie beam reinforcing

Concrete tie wall

4-15/16"

9-9/16"

5-1/8"1-9/16"

13/16"

13/16"1-3/16"

F1

F1

F2F2

Uplift

F1

F1

F2F2

Uplift

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Truss & Rafter

The RFUS is a multi-purpose engineered solution for attaching trusses to concrete or masonry walls. Screw anchor fastening eliminates mislocated cast-in-place anchor bolts and allows retrofit installations.

Materials: 10 gaugeFinish: PrimerCodes: Load values are derived from data submitted to various North American building code evaluators. Installation:• Always install in pairs.• Use all specified fasteners. See Product Notes, page 19.• Designer shall be responsible for design of masonry structure,

including any required reinforcement.• For 1-ply applications, add filler block. Refer to page 221

for wood filler block installation.• Moisture barrier may be required.

Ref. No. Qty Qty Lbs kN Lbs kN

RFUS FGTR 10 > 2 Ply 12 WS3 4 3/4" x 6" 7100 31.58 5965 26.53

1) 15% increase for short-term loads has been considered for the factored uplift resistance, no further increased allowed. 2) Use DeWalt 3/4" x 6" Screw-Bolt+; or equal, installed in accordance with manufacturer's specifications. 3) DeWalt 3/4" x 6" Screw-Bolt+ are not supplied with RFUS ties. See page 31 for anchor information. 4) Fasteners shall be installed to fully grouted and reinforced concrete masonry or reinforced concrete (f'c = 2,500 psi at 28 days). 5) Fastener shedule is for two straps used together. The straps shall be installed in pairs. 6) Truss plies shall be fastened together to act as a unit. 7) WS3 Wood Screws are 1/4" dia. x 3" long and are supplied with RFUS connector.



Uplift 115%1 Uplift 115%1

MiTekStock No.

No. of

Plies6Steel

Gauge

Fastener Schedule5

Rafter/Truss Concrete/Masonry4

Screw

Anchor2,3

WS

Screws7

Typical RFUS installation

RFUS

30-1/2"

4"

5-1/2"

5"

Uplift

RFUS Uplift Girder Ties

Truss & Rafter

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Ref. No. Qty Type5 Qty Screw Anchor3 UnitLbs 3415 1795 765 2685 1410 600kN 15.19 7.98 3.40 11.94 6.27 2.67Lbs 5260 -- -- 4220 -- --kN 23.40 -- -- 18.77 -- --Lbs 5260 -- -- 4275 -- --kN 23.40 -- -- 19.02 -- --

1) Factored resistances have been increased 15% for short-term loads such as wind and earthquake; reduce for other load durations in accordance with the code. 2) Factored resistances apply where roof pitch is between 3:12 and 8:12. 3) 1/4" x 3" or 3/8" x 5" screw anchor denotes DeWalt Screw-Bolt+; or equal, installed in accordance with manufacturer's specification. Screw Anchors must be ordered seperately. 4) Fasteners must be installed in fully grouted and reinforced concrete masonry (f'm = 1,500 psi) or reinforced concrete (f'c = 2,500 psi). 5) NAILS: 10d nails are 0.148" dia. x 3" long, WS25 Wood Screws are 1/4" dia. x 2-1/2" long (supplied with LUGT3) and WS3 Wood Screws are 1/4" dia. x 3" long (supplied with LUGT4).

3

4

4 3/8" x 5"

LUGT4 LGT4-SDS3 12 16 WS3 4 3/8" x 5"

LUGT3 LGT3-SDS2.5 12 12 WS25

5 1/4" x 3"2

Uplift115%1,2

F1115%1,2

MiTekStock No.

SteelGauge

LUGT2 LGT2 14 16 10d

CMU/ConcreteWall4

Rafter/Truss

Fastener Schedule

No.of

PliesF2

115%1,2



Uplift115%1,2

F1115%1,2

F2115%1,2

LUGT Girder Tiedowns

The LUGT series is an extremely adaptable tiedown for girder trusses and offers several installation options to accommodate different framing conditions. It is an ideal retrofit solution to reinforce truss connections to transfer high wind loads to supporting walls and can be used on either, concrete or CMU block walls. Sizes available for 2-ply, 3-ply and 4-ply trusses.

Materials: See chartFinish: G90 galvanizingCodes: Factored resistances are derived from data submitted to various North American building code evaluators and are in accordance with CSA 086-14. Installation:• Use all specified fasteners. See Product Notes, page 19.• All fastener holes must be filled with specified fasteners

to achieve loads listed in the chart. Smaller fasteners holes are for girder-to-stud applications (reference page 196) and do not need to be filled when used for concrete/masonry installations.

• WS Wood Screws included with LUGT3 and LUGT4.• For concrete and masonry applications,

a moisture barrier may be required, check local building code.

LUGT2Typical LUGT2masonry installation

Typical LUGT4 masonry installation (LUGT3 similar)

12-7/8"

6-3/4"

3-1/4"

3"

LUGT3

15-15/16"

11-1/8"

5"

4-3/4"

LUGT4

16-1/8"

12-7/8"

6-9/16"

6-1/4"

Truss & Rafter

Uplift

F1

F1

F2

F2

Uplift

F1

F1

F2

F2

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MUGT Girder Tiedown

Designed for higher uplift resistance for concrete block construction. The MUGT15 can accommodate variable truss bearing depths.


Installation:• Use all specified fasteners. See Product Notes, page 19.• When straps are wrapped over the truss, install nails in backside

of truss. See MUGT15 installation diagram for minimum nail requirements into the face and on top of the truss.

• If installed straight-up with no wrap over the top of the truss, fill all nail holes.

• Moisture barrier may be required.

MUGT15

Top Face Back

Ref. No. Qty Qty Qty Qty Type Lbs kN Lbs kNFace-Max 1 5/8 -- 28 -- 10d 4650 20.69 4000 17.79Top-Min 1 5/8 4 6 12 10d 4320 19.22 3715 16.53


masonry or concrete wall. With 12" minimum embedment, the MUGT15 will achieve loads listed in table. Reinforcement is to be specified by the certified designer. 3) Additional anchorage products to be designed by others. 4) Designer must specify anchor bolt type, length, and embedment. 5) NAILS: 10d nails are 0.148" dia. x 3" long. New products or updated product information are designated in blue font.

2) MiTek CIA-GEL 7000-C may be used to anchor 5/8" threaded rod when installed into an 8" wide reinforced

Anchor Bolt2,4 Rafter/Truss5


Fastener Schedule3 D Fir-LFactored Resistance


Dia. (in)

MUGT15 MGT 12

MountingCondition

MiTekStock No.

SteelGauge

Typical HUGT2installation

The HUGT series high uplift girder tiedowns can be installed on beams and top chords of trusses with slopes from 0˚ to 34˚.


Installation:• Use all specified fasteners. See Product Notes, page 19.• Install the HUGT over the beam or truss (see “W” dimension

on chart for appropriate width).• Attached members shall be designed to resist applied loads.• Concrete application: Moisture barrier may be required.

Ref. No. Qty Dia. (in) Qty Type Lbs kN Lbs kN HUGT2 HGT-2 7 3-5/16 5-3/4 2 3/4 8 10d 14625 65.06 11980 53.29 HUGT3 HGT-3 7 4-15/16 7-3/8 2 3/4 8 10d 14625 65.06 11980 53.29 HUGT4 HGT-4 7 6-7/8 9 2 3/4 8 10d 14625 65.06 11980 53.29

1) Factored resistances have been increased 15% for short-term loads such as wind and earthquake; no further increase allowed. 2) Factored resistances apply where roof pitch is no more than 8:12. 3) Designer must specify anchor bolt type, length, and embedment. 4) NAILS: 10d nails are 0.148" dia. x 3" long.

O.C. DimBetweenAnchors

(in)


MiTekStock No.

SteelGauge

W(in)


Uplift 115%1,2 Uplift 115%1,2

Concrete/CMU Girder4

HUGT Girder Tiedowns

HUGT

(2) 3/4" washers are required for 3/4" dia. bolt

(washer not included)

4"

2-3/16"W

2-7/8"

Truss & Rafter

14-5/8"

1-1/4"

3-11/16"2-7/16"

Typical MUGT15 installation

Install a minimum of (12) 10d nails into back

Install a minimum of (4) 10d nails into the top

1-1/4"

Install a minimum of (6) 10d nails into face

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HGAM Hurricane Gusset Angles

SHA Masonry Uplift Connectors

Connects trusses directly to masonry or concrete and features slotted base holes to ease installation.

Materials: Angle – 3 gauge; Gussets – 10 gaugeFinish: PrimerCodes: Load values are derived from data submitted to various North American building code evaluators.

Installation:• Use all specified fasteners. See Product Notes, page 19.• Install directly flush to masonry wall.• The SHA series connectors shall be installed in pairs.• Moisture barrier may be required.

SHA6T

Qty Dia. (in) Qty Dia. (in) Unit Lbs 2500 2500 kN 11.12 11.12 Lbs 3750 3750 kN 16.68 16.68 Lbs 11180 8825 kN 49.73 39.26 Lbs 12600 8945 kN 56.05 39.79

1) Factored resistances have been increased 15% for wind or seismic loads; no further increase shall be permitted. 2) Factored resistances are for a pair of SHA devices. SHA's shall be installed in pairs. 3) Fastener schedule is for a pair of SHA devices. 4) 1/2" x 8" J-Bolts or equivalent. 5) Concrete compressive strength shall be 2500 psi or greater at 28 days. 6) Multiple ply truss shall be fastened together to act as a single unit. 7) Bolts shall conform to ASTM A 307 or better. 8) The designer must specify anchor bolt type, length, and embedment.

Fastener Schedule3

Concrete Wall Rafter/Truss7

MiTekStock No.

Anchor Bolts4,5,8Ref. No.

No.of Plies6

Uplift1,2

115%Uplift1,2

115%

D Fir-L Factored Resistance


2 Ply

3 Ply or >

SHA6T -- 4 1/2 2 3/4 2 Ply

3 Ply or >

SHA6 -- 4 1/2 2 3/4

For installation into grouted concrete tie beam or masonry bond beam. Provides lateral and uplift resistance.


Installation:• Use all specified fasteners. See Product Notes, page 19.• Install WS15 Wood Screws into the truss and drill holes for

screw anchors. Install screw anchors into concrete block per manufacturer’s recommendation.

• WS Wood Screws and screw anchors are included with HGAM10 angles.


Ref. No. Qty Qty UnitLbs 945 1115 1150 765 815 955 990 660kN 4.20 4.96 5.12 3.40 3.63 4.25 4.40 2.94

1) Factored resistances have been increased 15% for short-term loads such as wind and earthquake; no further increase is allowed. 2) WS15 Wood Screws are 1/4" dia. x 1-1/2" long. 3) Use DeWalt 1/4" dia. x 1-3/4" long Screwbolt+; or equal, installed in accordance with manufacturer's specification. 4) The HGAM10KT is a kit with (10) HGAM10 angles packaged with MiTek's WS Wood Screws and 1-3/4" screw anchors.

4 1/4" x 1-3/4"

Screw

Anchor3

WS

Screw2

HGAM10KT 4 HGAM10KTA 14 4 WS15

Fastener Schedule

Rafter/Truss

MiTekStock No.

SteelGauge

Plate



Uplift

115%1

F1

115%1

F2

115%1

F3

115%1

Uplift

115%1

F1

115%1

F2

115%1

F3

115%1

Typical HGAM10 installation HGAM10

1) Factored resistances have been increased 15% for wind or seismic loads; no further increase shall be permitted.

2) Factored resistances are for a pair of SHA devices. SHA's shall be installed in pairs.3) Fastener schedule is for a pair of SHA devices.4) 1/2" x 8" J-Bolts or equivalent.

5) Concrete compressive strength shall be 2500 psi or greater at 28 days. 6) Multiple ply truss shall be fastened together to act as a single unit.7) Bolts shall conform to ASTM A 307 or better.8) The designer must specify anchor bolt type, length, and embedment.

Embossed gussets improve lateral load

resistance

Moisture barrier not shown

3-1/2"

3"

2-7/8"

SHA6

Truss & Rafter

Typical SHA6installation

Typical SHA6T installation

1-1/2"

6"

4-1/4"

3-1/4"

2-1/4"

2-1/4"

6"

13-3/4"

2-1/2"

2-1/2"

12-1/2"

1-1/2"

F1

F1

Uplift

F2

F3

Uplift

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RTM Hurricane Retrofit Connector

Designed as a retrofit connector for trusses installed on top plates. Can also be used as a holdown for a roof or floor system.


Installation:• Use all specified fasteners. See Product Notes, page 19.• Tapcon® Concrete Screws are not supplied with RT16M connector.• Install Tapcon® Concrete Screws in lower two holes for Single Top Plate

or Conventional Raised Foundation or Modular Home Installations.• Moisture barrier may be required.

Typical RT16Mtop plate installation

RT16M

Ref. No. Qty Type Qty Type Qty Type UnitLbs 1730 1045 190 795 1470 1045 190 795kN 7.70 4.65 0.85 3.54 6.54 4.65 0.85 3.54Lbs 1690 -- -- -- 1470 -- -- --kN 7.52 -- -- -- 6.54 -- -- --

1) Factored resistances have been increased 15% for short-term loads such as wind and earthquake; no further increase is allowed. 2) Install with 1/4" dia. x 1-3/4" long Tapcon® Concrete Screws in accordance to manufacturer's installation specifications. 3) Fasteners to be installed to fully grouted and reinforced concrete masonry. 4) NAILS: 10d x 1-1/2 nails are 0.148" dia. x 1-1/2" long.

16d 2 1/4" x 1-3/4" Tapcon

Uplift115%

F1115%

-- 4 1/4" x 1-3/4" Tapcon

F3115%

S-P-F Factored Resistance1D Fir-L Factored Resistance1Fastener Schedule2,3,4

Masonry BlockTruss/Rafter Top Plate F2115%

F3115%

Uplift115%

F1115%

F2115%

MiTekStock No.

SteelGauge

9 10d x 1-1/2 -- RT16M HM9KT 18

10d x 1-1/2 49

Versatile wood-to-wood connector that satisfies high wind and seismic loading requirements.


Installation:• Use all specified fasteners. See Product Notes, page 19.• Install with Wood Screws into top plate, and WS15 Wood

Screws into the truss.• WS Wood Screws are included with HGA10 angles.• Moisture barrier may be required.

Ref. No. Qty Qty UnitLbs 1330 1365 1620 865 1145 1175 1395 745kN 5.92 6.07 7.21 3.85 5.09 5.23 6.21 3.31

1) Factored resistances have been increased 15% for short-term loads such as wind and earthquake; no further increase is allowed. 2) WS15 Wood Screws are 1/4" dia. x 1-1/2" long and WS3 Wood Screws are 1/4" dia. x 3" long. 3) The HGA10KT is a kit with (10) HGA10 angles packaged with MiTek's WS Wood Screws.

D Fir-L


S-P-F


Uplift115%

F1115%

F2115%

F3115%

Uplift115%

F1115%

F2115%

F3115%

Fastener Schedule2

Rafter/Truss

MiTekStock No.

SteelGauge

Plate

WoodScrew

WoodScrew

4 WS3 HGA10KT 3 HGA10KT 14 4 WS15

HGA Hurricane Gusset Angles

5"

1-9/16"

8-15/16"

3-1/2"

Typical HGA10 installation HGA10

3-1/2"

Embossed gussets improve

lateral load resistance

3"

2"

Truss & Rafter

F1

F1

Uplift

F2

F3

F1F1

Uplift

F2

F3

196

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LUGT Girder Tiedowns

The LUGT series is an extremely adaptable tiedown for girder trusses and offers several installation options to accommodate different framing conditions. It is an ideal retrofit solution to reinforce truss connections to transfer high wind loads to supporting walls. Sizes available for 1-ply, 2-ply, 3-ply and 4-ply trusses.

Materials: See chartFinish: G90 galvanizingCodes: Factored resistances are derived from data submitted to various North American building code evaluators and are in accordance with CSA O86-14.

Installation:• Use all specified fasteners. See Product Notes, page 19.• All fastener holes must be filled with specified fasteners to achieve loads listed in

the chart. Large fastener holes are for concrete/masonry installations (reference page 192) and do not need to be filled when used for girder-to-stud applications.

• WS Wood Screws included with LUGT3 and LUGT4.

Ref. No. Qty Type Qty Type Qty Type UnitLbs 1415 1090 290 1295 895 235kN 6.29 4.85 1.29 5.76 3.98 1.05Lbs 3595 1795 805 2825 1410 630kN 15.99 7.98 3.58 12.57 6.27 2.80Lbs 3595 -- 805 2825 -- 630kN 15.99 -- 3.58 12.57 -- 2.80Lbs 5485 3075 1380 4775 2415 1085kN 24.40 13.68 6.14 21.24 10.74 4.83Lbs 7345 -- -- 5765 -- --kN 32.67 -- -- 25.64 -- --

1) Factored resistances have been increased 15% for short-term loads such as wind and earthquake; reduce for other load durations in accordance with the code. 2) For proper installation, the number of studs must be equal-to or greater-than the number of roof truss plies. 3) The LUGT1 can be installed with the stud offset from the rafter a maximum of 1" (center-to-center) with no reduction in factored resistances. 4) NAILS: 8d x 1-1/2 are 0.131" dia. x 1-1/2" long, 10d nails are 0.148" dia. x 3" long, 16d Sinkers are 0.148" dia. x 3-1/4" long, WS25 Wood Screws are 1/4" dia. x 2-1/2" long (supplied with LUGT3) and WS3 Wood Screws are 1/4" dia. x 3" long (supplied with LUGT4).

Uplift115%1

F1115%1

F2115%1



32 16d Sinker

Uplift115%1

F1115%1

F2115%1

14 10d

24 16d Sinker

7 8d x 1-1/2

14 10d

4 16 WS3 5 16d Sinker12 LUGT4 LGT4-SDS3

3 12 WS25 4 16d Sinker12 LUGT3 LGT3-SDS2.5

10d

16 10d 2 10d

H10S

216 10d 2

14

14

LGT2

--

Fastener Schedule4

No.of

Plies

LUGT13

LUGT2

LUGTC2

MiTekStock No.

SteelGauge

PlateRafter/Truss Stud2

1 8 8d x 1-1/2 8 8d x 1-1/218

Truss & Rafter

Typical LUGT2 installation

Typical LUGT1installation

Typical LUGTC2corner hip installation

LUGT1LUGTC2

Typical LUGT3 installation(LUGT4 similar)

LUGT4LUGT3

LUGT2

14-13/16"

3-3/16"

11-1/2"

1-5/8"

5"

3"

4-3/4"

15-15/16"

5"11-1/8"

6-1/4"

16-1/8"

6-9/16"

12-7/8"

12-7/8"

8-7/8"

6-3/4"

3-1/4"

3"

Typical LUGT1 offset stud installation

F1F1

F2

F2

Uplift

F1F1

F2

F2

Uplift

F2

F2

Uplift

F1F1

F2

F2

Uplift

7-3/4"

10-15/16"10-15/16"

10-13/16"

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MUGT Girder Tiedown

Designed for higher uplift resistance for wood frame construction. The MUGT15 can accommodate variable truss bearing depths.


Installation:• Use all specified fasteners. See Product Notes, page 19.• When straps are wrapped over the truss, install nails in backside

of truss. See MUGT15 installation diagram for minimum nail requirements into the face and on top of the truss.

• If installed straight-up with no wrap over the top of the truss, fill all nail holes.


Top Face Back

Ref. No. Qty Qty Qty Qty Type Lbs kN Lbs kNFace-Max 1 5/8 -- 28 -- 10d 4650 20.69 4000 17.79Top-Min 1 5/8 4 6 12 10d 4320 19.22 3715 16.53

1) Factored resistances have been increased 15% for short-term loads such as wind and earthquake; reduce for other load durations in accordance with the code. 2) Additional anchorage products to be designed by others. 3) Designer must specify anchor bolt type, length, and holdown device. 4) NAILS: 10d nails are 0.148" dia. x 3" long.

Rod/Bolt3 Rafter/Truss4




Dia. (in)

MUGT15 MGT 12

MountingCondition

MiTekStock No.

SteelGauge

HUGT Girder Tiedowns

The HUGT series high uplift girder tiedowns can be installed on beams and top chords of trusses with slopes from 0˚ to 34˚.


Installation:• Use all specified fasteners. See Product Notes, page 19.• Install the HUGT over the beam or truss (see “W” dimension

on chart for appropriate width).• Install (4) LBP58-TZ washers for (2) 5/8" tension rod/bolts.• Attached members shall be designed to resist applied loads.

Ref. No. Qty Type Qty Dia. (in) Qty Type Lbs kN Lbs kN HUGT2 HGT-2 7 3-5/16 5-3/4 4 LBP58-TZ 2 5/8 8 10d 14625 65.06 11980 53.29 HUGT3 HGT-3 7 4-15/16 7-3/8 4 LBP58-TZ 2 5/8 8 10d 14625 65.06 11980 53.29 HUGT4 HGT-4 7 6-7/8 9 4 LBP58-TZ 2 5/8 8 10d 14625 65.06 11980 53.29

1) Factored resistances have been increased 15% for short-term loads such as wind and earthquake; no further increase allowed. 2) Factored resistances apply where roof pitch is no more than 8:12. 3) Additional anchorage products to be designed by others. 4) Designer must specify anchor bolt type, length, and holdown device. 5) NAILS: 10d nails are 0.148" dia. x 3" long.

O.C. DimBetweenAnchors

(in)

Fastener Schedule3,4 D Fir-LFactored ResistanceAnchor

WashersMiTek

Stock No.Steel

GaugeW

(in)


Uplift1,2 Uplift1,2

ThreadedRod Girder5

Truss & Rafter

Typical MUGT15top-min installation

with PHD4A

MUGT15

PHD4A page 52

14-5/8"

1-1/4"1-1/4"

Install a minimum of (4) 10d nails

into the top


Install a minimum of (6) 10d nails into the face

3-11/16" 2-7/16"

Typical HUGT3installation with HTT45’s HUGT

(4) LBP58-TZ washers are required for 5/8" dia. bolt

(washers not included).

2-3/16"

W4"

2-7/8"

HTT45 (not included) see page 55

Typical MUGT15connection to support beam

Min 3" x 3" x 1/4" Bearing Plate

Support beam designed by others

1-1/4"

Install a minimum of (4) 10d nails

into the top


Install a minimum of (6) 10d nails into the face

MUGT15

5/8" bolt

198

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HC / HCPRS / HHCP / LFTA / RT / TSP Hurricane Ties

These anchors tie trusses and rafters to top plates and may be used to tie wood framing members to resist uplift and lateral forces.

Materials: See chartFinish: G90 galvanizing; HHCP4-TZ – G-185 galvanizing.Options: See chart for Corrosion Finish OptionsCodes: Factored resistances are derived from data submitted to various North American building code evaluators.

Truss & Rafter

HHCP4-TZ

RT6

RT4 (left version shown)

RT7A

LFTA6 (left version shown)

HHCP2

RT3A

RT7(left version shown)

RT16ART10

RT16-2

RT15 RT16AR

RT20

HC520

HCPRS

1-7/16"

RT5(left version shown)

RT8A

1-1/4"

1-1/4"

7-13/16"

4-15/16"

5-1/4"

2-5/8"

1-9/16"

5"

6-1/2"

3-1/2"

1-9/16"

19-1/8"

8-3/8"

6-1/2"

2-1/4"

1-15/16"

2-7/8"

5-1/4"

1-7/8"

1-9/16"

2-1/2"

1-3/8" 3-9/16"

1-9/16"

10-3/4"

3-1/16"

2-3/8"

6-1/2"

6-1/2"

3-1/8"

3-1/2"

3"

6-5/8"

1-5/8"

4"1-1/2"

1-5/8"

2"

4-1/4"

4-5/8"

2-1/4"

21-1/8"

6-5/8"

3"

3-9/16"

1-9/16"

5-1/4"

4-1/4"

1-7/16"

1-1/2"

1-1/2"

4-1/2"

1-9/16"

1-9/16"

1-3/8"

2-15/16"

5-1/4"

1-1/2"

1-1/2"

4"

2-7/16"

6-1/2"

5-1/2"2-1/16"

3-3/8"

6-1/2"

TSP

7-7/8"

1-5/8"

1-5/8"

additional diamond holes for maximum

nailing


minimum nailing


1-1/2"

2"

3-3/4"

1-7/8"

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HC / HCPRS / HHCP / LFTA / RT / TSP Hurricane Ties

Ref. No. Qty Type Qty Type Qty Type UnitLbs 570 305 100 520 235 90kN 2.54 1.36 0.44 2.31 1.05 0.40Lbs 465 310 205 465 310 185kN 2.07 1.38 0.91 2.07 1.38 0.82Lbs 605 245 130 555 210 120kN 2.69 1.09 0.58 2.47 0.93 0.53Lbs 1075 1430 1480 1005 1140 1190kN 4.78 6.36 6.58 4.47 5.07 5.29Lbs 775 395 180 775 340 160kN 3.45 1.76 0.80 3.45 1.51 0.71Lbs 910 450 290 845 375 265kN 4.05 2.00 1.29 3.76 1.67 1.18Lbs 1160 435 160 1110 330 150kN 5.16 1.93 0.71 4.94 1.47 0.67Lbs 775 395 180 775 340 160kN 3.45 1.76 0.80 3.45 1.51 0.71Lbs 750 715 325 725 625 300kN 3.34 3.18 1.45 3.22 2.78 1.33Lbs 1655 1280 790 1535 960 725kN 7.36 5.69 3.51 6.83 4.27 3.22Lbs 1655 1280 790 1535 960 725kN 7.36 5.69 3.51 6.83 4.27 3.22Lbs 1690 1230 640 1555 1035 590kN 7.52 5.47 2.85 6.92 4.60 2.62Lbs 1505 710 -- 1070 505 --kN 6.69 3.16 -- 4.76 2.25 --Lbs 1835 690 -- 1575 590 --kN 8.16 3.07 -- 7.01 2.62 --Lbs 640 510 560 555 440 485kN 2.85 2.27 2.49 2.47 1.96 2.16Lbs 1020 945 340 660 665 240kN 4.54 4.20 1.51 2.94 2.96 1.07Lbs 1265 870 -- 1075 775 --kN 5.63 3.87 -- 4.78 3.45 --Lbs 1695 -- -- 1650 -- --kN 7.54 -- -- 7.34 -- --Lbs 740 675kN 3.29 3.00Lbs 1300 565 295 1170 520 270kN 5.78 2.51 1.31 5.20 2.31 1.20Lbs 1345 565 295 1235 520 270kN 5.98 2.51 1.31 5.49 2.31 1.20

1) 15% increase for short-term loads such as wind and earthquake has been taken into account for factored resistances, no further increase allowed. 2) LFTA6: To achieve F1 lateral loads, three nails must be installed on each side on the strap located closest to the bend line. Lateral F1 load direction does not apply to roof truss-to-top plate installations. 3) TSP factored lateral resistance for DF: F3 = 315 lb (1.40 kN), F4 = 365 lb (1.62 kN). For SPF: F3 = 290 lb (1.29 kN), F4 = 335 lb (1.49 kN). 4) NAILS: 8d x 1-1/2 are 0.131" dia. x 1-1/2" long, 8d nails are 0.131" dia. x 2-1/2" long, 10d x 1-1/2 nails are 0.148" dia. x 1-1/2" long, 10d nails are 0.148" dia. x 3" long. New products or updated product information are designated in blue font.

10d x 1-1/2 10 10d x 1-1/2

Corr

osio

nFi

nish

HCP4Z

GBC

--

H7 10d x 1-1/2 4 10d

-- 5 8d

-- 11 8d

10d 8 10d

8d 8 8d

18

HCPRS

RT20

H3

--

--

HS24

--

H2.5A

H6

H8

H2A

H1

H10A, H14

H10AR

H10A-2

RT16A

RT16AR

RT16-2

HHCP2

HHCP4-TZ

RT7A

LFTA6 2

RT8A

HCP2

RT10

RT15

RT3A

RT4

RT5

RT6

RT7

16 9

18 --

18 --

16 8

18 10

18 8

18 5

16 8

HC520

8 8d

18 5 10d x 1-1/2 5

9 10d x 1-1/2 8 10d

18 9 10d x 1-1/2 8 10d

9 10d x 1-1/2

18 4 8d x 1-1/2 4 8d

18 4 8d x 1-1/2 4 8d

18 4 8d x 1-1/2 4

6 8d x 1-1/2

8d 8 8d

18 5 8d x 1-1/2

-- --

-- --

8d

10d x 1-1/2

18 8 8d x 1-1/2 6 8d

5 8d

18 5 8d x 1-1/2 5 8d

8d x 1-1/2 5 8d

18 6 8d x 1-1/2

--

--

--

-- --

--

--

--

-- --

-- --

-- --

--

--

--

--

6 8d

6 8d

-- --

TSP 3 TSP 16

10d x 1-1/2 -- --

F2115%1

Stud

Fastener Schedule4

MiTekStock No.

SteelGauge

Truss/Rafter Plate

F1115%1

F2115%1

F1115%1

Uplift115%1

Uplift115%1



--

--

--

--

3 10d x 1-1/2

9 10d x 1-1/2

-- -- -- --

--

--

3

--

--

6 10d x 1-1/2

6 10d




Installation:• Use all specified fasteners. See Product Notes, page 19.• TSP Min Nailing – Fill all round holes.• TSP Max Nailing – Fill all round and diamond holes.• All nail holes must be filled with specified nails to achieve loads listed in the chart. For substituting

with different nail sizes, refer to “Optional Nails” on page 21 or consult a design professional.• Depending on pitch, birdsmouth notching may be required with some models to enable installers

to fill all nail holes. Consult a design professional for appropriate notching.• Designer shall determine if solid blocking is required.• LFTA6, RT4, RT5, and RT7 ship in equal quantities of left and right versions. Left version images shown.

Truss & Rafter


200

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HC / HCPRS / HHCP / LFTA / RT Hurricane Ties

Truss & Rafter

Typical RT6 truss/rafter to

plate installation

Typical RT4 truss/rafter to plate

installation

Typical RT3Atruss/rafter to plate

installation

Typical RT10 truss/rafter to double plate

to stud installation

Typical RT15 truss/rafter to

double plate installation

Typical RT8Astud to double plate

installation

Typical RT7A truss/rafter to


Typical RT5truss/rafter to


Typical RT7truss/rafter to


Typical HHCP4-TZtruss/rafter to double

plate corner installation

Typical LFTA6stud to plate installation

Typical HHCP2 truss/rafter to double

plate corner installation

Typical RT16Atruss/rafter to


Typical RT16ARtruss/rafter to


Typical RT16-2truss/rafter to


Typical RT20 truss/rafter to double

plate to stud installation

Typical HC520 gable brace installation

Typical HC520 stud to plate installation

Typical HCPRS truss/rafter to plate

installation

Anchor installation to achieve twice the load (using two identical anchors)

Install diagonally across from each other for minimum 1-1/2" truss/rafter.

Nailing into both sides of a single-ply 2x truss/rafter may cause damages in wood

Wall Top Plate

Typical TSP top plate installation

(max nailing)

Typical TSP truss/rafter installation

(max nailing)

Uplift

F3

F1F2

F4

F1

F2

Uplift

F1

F1

F2

Uplift

F1 F1

Uplift

F3

F2

F4

F1

Uplift

201

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RUSC Retrofit Strap Connector

Typical RUSCinstallation

RUSC

The RUSC retro uplift strap connector provides a wood-to-wood uplift connection attaching trusses with a 2x4 bottom chord to a double stud in the wall below. WS3 Wood Screws are utilized for fast installation. The connector can be installed after roof sheathing has been installed.

Materials: 10 gaugeFinish: PrimerCodes: Load values are derived from data submitted to various North American building code evaluators. Installation:• Use all specified fasteners. See Product Notes,

page 19.• The RUSC shall be installed in pairs.• Install on minimum 2 ply with equal wall studs

centered directly below.• Works with 2x4 bottom chord member and

2x4 wall studs.

Qty Type Qty Type Lbs kN Lbs kN RUSC -- 10 2 Ply or greater 16 WS3 16 WS3 6250 27.80 5410 24.07

1) Factored resistances have been increased 15% for short-term loads such as wind and earthquake; no further increase is allowed. 2) Designer must specify stud or post to resist published load values. 3) WS3 Wood Screws are 1/4" dia. x 3" long and are included with RUSC connectors. 4) Fastener schedule is for two straps used together. The RUSC shall be installed in pairs with a minimum 2-ply truss and wall stud attachment. 5) Truss plies shall be fastened together to act as a single unit.

StudRafter/Truss

Fastener Schedule3,4 D Fir-LFactored Resistance


Uplift 115%1,2 Uplift 115%1,2MiTek

Stock No.Steel

Gauge

No, of

Plies5Ref. No.

Truss & Rafter

7"

3-1/2"

22-3/4"

3-1/8" 3-1/8"

202

Plat

ed T

russ

Copyright © 2018 M


THDS Truss Hanger

Plated Truss

THDS26 hangers can be used to support headers, joists and trusses in medium load conditions. An open back design allows installation after a member is placed in position.



Typical THDS26installation

W H D Header Joist3 Qty Type Qty Type UnitLbs 2110 1690 2110 1690kN 9.39 7.52 9.39 7.52Lbs 2340 1690 2340 1690kN 10.41 7.52 10.41 7.52Lbs 3415 1690 3415 1690kN 15.19 7.52 15.19 7.52Lbs 3640 1690 3640 1690kN 16.19 7.52 16.19 7.52

1) Factored uplift resistances have been increased 15% for short-term loading such as wind and earthquake; reduce for other load durations in accordance with the code. 2) When used in a truss application, the fasteners into the supported member will need to be driven through the truss plate to complete the installation. 3) Where truss plate is not within 1/4" of bottom surface use values for 2x6 S-P-F joist. 4) Supporting and supported wood members are to be designed by others. Ensure supporting member can accept all fasteners. 5) NAILS: 10d x 1-1/2 nails are 0.148" dia. x 1-1/2" long, 16d x 2-1/2 nails are 0.162" dia. x 2-1/2" long. New products or updated product information are designated in blue font.

5-1/81-5/8-- 18

(2) 2x6 S-P-F

(1) 2x6 S-P-F

18 16d x 2-1/2 10

10d x 1-1/2

3-1/2

(1) S-P-Fplated truss

18 16d x 2-1/2 10

10d x 1-1/2

(1) S-P-F plated truss

18 16d x 2-1/2

MiTekStock No. Ga.

Ref. No.

THDS26


(1) 2x6 S-P-F (1) 2x6 S-P-F 18 16d x 2-1/2 10 10d x 1-1/2

10 10d x 1-1/2

(2) 2x6 S-P-F (1) 2x6 S-P-F

Vertical100%

Uplift1

115%

Application4

Header Joist2



Vertical100%

Uplift1

115%

THDS26

2-7/16"

H

D

W

203

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MUS / HUS Slant Nail Truss Hangers

Plated Truss

The MUS / HUS hanger series offers double shear nailing. MiTek’s raised dimple allows for 30° to 45° nailing through the joist into header, resulting in higher loads and less nailing.

Materials: MUS – 18 gauge; HUS – 16 gauge Finish: G90 galvanizingCodes: Load values are derived from data submitted to various North American building code evaluators.

Installation:• Use all specified fasteners. See Product Notes, page 19.• Joist nails must be driven in at a 30° to 45° angle through the joist


• HUS – See EWP applications page 157.

Ref. No. W H Qty Type Qty Type UnitLbs 2845 1425 2825 1415kN 12.66 6.34 12.57 6.29Lbs 6090 3915 5195 3625kN 27.09 17.41 23.11 16.12Lbs 3855 2030 3830 2015kN 17.15 9.03 17.04 8.96Lbs 8050 5775 6875 5345kN 35.81 25.69 30.58 23.78Lbs 9625 8045 8070 7455kN 42.81 35.79 35.90 33.16Lbs 6090 3915 5195 3625kN 27.09 17.41 23.11 16.12Lbs 8050 5775 6875 5345kN 35.81 25.69 30.58 23.78Lbs 9625 8045 8070 7455kN 42.81 35.79 35.90 33.16

1) Factored uplift resistances have been increased 15% for short-term loads such as wind and earthquake; reduce for other load durations in accordance with the code. 2) Nails must be driven at a 30˚ to 45˚ angle through the joist or truss into the header to achieve the table loads. 3) NAILS: 10d nails are 0.148" dia. x 3" long, 16d nails are 0.162" dia. x 3-1/2" long. New products or updated product information are designated in blue font.

10 16d

16d

10d

22 16d 8 16d

16d

14 16d

8 16d

16d 6

16d

1-5/8

1-9/16

1-5/8

1-5/8

1-13/16

1-13/16

6

22

301-13/16

5-3/8

7-1/8

9-1/8

7-1/16

7-3/16

9-3/16

10d 6

14 16d 6

8 10d 8

30 16d 10

SteelGauge

Joist /Truss Size

2 x 10 - 12

1-3/4 x 5-1/2 - 7-1/4

1-3/4 x 7-1/4 - 11-1/4

1-3/4 x 9-1/4 - 14

MUS26

HUS26

MUS28

HUS28

HUS210

HUS175

HUS177

HUS179

HUS210 16

HU1.81/5 16

-- 16

HUS1.81/10 16

Dimensions (in)

Header Truss2

Fastener Schedule3 DFFactored Resistance

MiTekStock No.

2 x 8 - 10 MUS28 18

HUS28 16

Vertical100%

Uplift1

115%

2 x 6 - 8 MUS26 18

HUS26, LJS26DS

16

10d

16d

1-9/16 5-1/16

5-7/16


Corr

osio

nFi

nishVertical

100%Uplift1

115%




Typical HUS installation(MUS similar)

HUS

MUS

3"

W

W


H

2"

2"

1"

H


faster installation


204

Plat

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Copyright © 2018 M





Medium-to-heavy capacity face mount hanger. Some THD models are available with a min/max installation option.

Materials: See chartFinish: G90 galvanizingOptions: See chart for Corrosion Finish Options and Specialty Options ChartCodes: Load values are derived from data submitted to various North American building code evaluators.

Installation:• Use all specified fasteners. See Product Notes, page 19.• Drive bend line nails into header at 45° to achieve listed loads.• Min Nailing – Fill all round nail holes.• Max Nailing – Fill all round and diamond holes.

Plated Truss

Some model designs may

vary fromillustration

shown

Ref. No. W H A Qty Type Qty Type UnitLbs 5490 4020 4675 3725kN 24.42 17.88 20.80 16.57Lbs 5490 4020 4675 3725kN 24.42 17.88 20.80 16.57Lbs 6895 4020 6245 3725kN 30.67 17.88 27.78 16.57Lbs 7620 4020 7365 3725kN 33.90 17.88 32.76 16.57Lbs 9430 7715 8250 7145kN 41.95 34.32 36.70 31.78Lbs 10035 7715 8790 7145kN 44.64 34.32 39.10 31.78Lbs 6525 5270 6030 4715kN 29.02 23.44 26.82 20.97Lbs 7545 4480 6970 4005 kN 33.56 19.93 31.00 17.82Lbs 10625 7715 9815 7145kN 47.26 34.32 43.66 31.78Lbs 6525 5270 6030 4715kN 29.02 23.44 26.82 20.97Lbs 7545 4480 6970 4005kN 33.56 19.93 31.00 17.82Lbs 10625 7715 9815 7145kN 47.26 34.32 43.66 31.78Lbs 10625 7715 9815 7145kN 47.26 34.32 43.66 31.78Lbs 10625 7715 9815 7145kN 47.26 34.32 43.66 31.78Lbs 11705 7715 11245 7145kN 52.07 34.32 50.02 31.78Lbs 11705 7715 11245 7145kN 52.07 34.32 50.02 31.78Lbs 11705 7715 11245 7145kN 52.07 34.32 50.02 31.78Lbs 11705 7715 11245 7145kN 52.07 34.32 50.02 31.78Lbs 11705 7715 11245 7145kN 52.07 34.32 50.02 31.78Lbs 11705 7715 11245 7145kN 52.07 34.32 50.02 31.78

1) Factored uplift resistances have been increased 15% for short-term loads such as wind and earthquake; reduce for other load durations in accordance with the code. 2) NAILS: 10d x 1-1/2 nails are 0.148" dia. x 1-1/2" long, 10d nails are 0.148" dia. x 3" long, 16d nails are 0.162" dia. x 3-1/2" long.

12 6-3/4 9 3 -- 38 16d 20 10d

20 10d x 1-1/2

38 16d 32 10d x 1-1/2

1-7/8

1-7/8

1-7/8

Max

Max

Max

12

Min 28 16d 16

Min 18 16d

Min 38 16d

10d x 1-1/2

20 16d 20 10d x 1-1/2

10d x 1-1/2

28 16d 26 10d x 1-1/2

5-5/16

7-1/16

9-1/16

1-5/8

1-5/8

1-5/8

7

9

5-1/16

3

3-7/16

3-7/16

5-3/8

7-1/8

9-1/8

3-7/16

5-1/2

7-1/4

12-7/8

11

9

9

11

12-7/8

9

3-5/8

3-5/8

5-1/8

5-1/2

5-1/2

3-5/8

3-5/8

3-5/8

20 10d

38 16d 20 10d

48 16d 20 10d

16d 20 10d

18 16d

38 16d

38 16d

12

12

HHUS5.50/10

--12

28 16d

18 16d

38 16d

58 16d

58

38 16d

2

2

12

16

12

20

20

THD410 HHUS410

THD46 HHUS46

THD48 HHUS48

--

--

--

2

2

2

2

3

3

3

3

3

3

12

20

20

48 16d 20

28

14

14

14

14

14

12

--

--

--

--

16d 16

--

--

--

--

--

16

16

16

14

14

14

THD26

THD28

THD210

HTU26

HTU28

HTU210

THD26-2 HHUS26-2, HTU26-2

THD28-2 HHUS28-2, HTU28-2

THD210-2 HHUS210-2, HTU210-2

7 x 9-1/4 - 14

THD412 --

THD414 --

THD210-3 HHUS210-3

THD610

4 x 14 - 16

(3) 2 x 10 - 12

6 x 10 -12

6 x 12 - 14

6 x 14 - 16

THD7210 HHUS7.25/10

THD612 --

THD614 --

(4) 2 x 10 - 12 THD210-4 HHUS210-4

(2) 2 x 10 - 12

4 x 6 - 8

4 x 8 - 10

4 x 10 -12

4 x 12 - 14

(2) 2 x 6 - 8

(2) 2 x 8 - 10

2 x 6 - 8

2 x 8 - 10

2 x 10 - 12



Joist /Truss Size

MiTekStock No. Ga.

Dimensions (in)

Header Joist

Vertical100%

Uplift1

115%Vertical100%

Uplift1

115%

Fastener Schedule2

Min/Max Co

rros

ion

Fini

sh10d

10d

10d

10d

10d

10d

10d

10d

10d



RangeNot available in widths < 3".

Widths > 3" can have one flange inverted.1˚ to 45˚ 1˚ to 45˚ See Sloped Seat and Skewed

Ordering

85% of table load 65% of table load 65% of table load100% of table load.

65% of table load when nailing intothe support members end grain.

Add SK , angle required,right (R) or left (L) , and square cut (SQ)

or bevel cut (BV) to product number.Ex. THD410_SK45R_SQ


to product number.Ex. THD410_SL30D

See Sloped Seat and Skewed.Ex. THD410_SK45R_SQ_SL30D

Add IF, one flange, right (R) and left (L), to product number.

Ex. THD410_IFR

FactoredResistance

1) Skewed hangers with skews greater than 15°may have all joist nailing on outside flange.

2) Sloped or sloped / skewed hangers with slopes greater than 15° may have additional joist nails.

3) For skewed hangers, the required cut type (square or bevel) of joist member may vary based on skew angle and width of hanger. Some square cut hangers will require custom pricing due to welded back plate.


1) Factored uplift resistances have been increased 15% for short-term loads such as wind and earthquake; reduce for other load durations in accordance with the code.

2) NAILS: 10d x 1-1/2 nails are 0.148" dia. x 1-1/2" long, 10d nails are 0.148" dia. x 3" long, 16d nails are 0.162" dia. x 3-1/2" long.

Typical THD28installation

THD28

H

A

W 3"

THD Heavy-Duty Face Mount Truss Hangers

Typical bend line nail installation

Drive bend line nails

into header at 45° to


THD210-3

W

A

Bend line nailing

3"

HAdditional diamond nail

holes for max nailing

Standard round

nail holes for min nailing

205

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Materials: 12 gaugeFinish: G90 galvanizingOptions: See chart below for Corrosion Finish Options and Specialty Options Chart on page 206.Codes: Load values are derived from data submitted to various North American building code evaluators.

Installation:• Use all specified fasteners. See Product Notes, page 19.• Joist nails must be driven in at a 30° to 45° angle through the joist


THDH Heavy-Duty Truss Hangers

Typical THDH installation

Ref. No. W H D Qty Type Qty Type UnitLbs 7130 4880 5470 4740kN 31.72 21.71 24.33 21.08Lbs 12130 7575 9475 7345kN 53.96 33.70 42.15 32.67Lbs 14620 10030 11905 8775kN 65.03 44.62 52.96 39.03Lbs 12430 7575 9725 7345kN 55.29 33.70 43.26 32.67Lbs 14330 7575 12265 7345kN 63.74 33.70 54.56 32.67Lbs 17720 10030 15320 8775kN 78.82 44.62 68.15 39.03Lbs 12430 7575 9725 7345kN 55.29 33.70 43.26 32.67Lbs 14330 10030 12265 8775kN 63.74 44.62 54.56 39.03Lbs 9480 4880 7420 4740kN 42.17 21.71 33.01 21.08Lbs 12130 5110 9475 5110kN 53.96 22.73 42.15 22.73Lbs 12430 7575 9725 7345kN 55.29 33.70 43.26 32.67Lbs 7130 4880 5470 4740kN 31.72 21.71 24.33 21.08Lbs 12130 5110 9475 5110kN 53.96 22.73 42.15 22.73Lbs 12430 7575 9725 7345kN 55.29 33.70 43.26 32.67Lbs 14330 10030 12265 8775kN 63.74 44.62 54.56 39.03Lbs 17720 10185 15320 8905kN 78.82 45.31 68.15 39.61

1) Factored resistances have been increased 15% for short-term loads such as wind and earthquake; reduce for other load durations in accordance with the code. 2) Joist nails need to be toe nailed at a 30° to 45˚ angle to achieve factored resistances shown. 3) NAILS: 16d nails are 0.162" dia. x 3-1/2" long. New products or updated product information are designated in blue font.




S-P-FFactored ResistanceHeader Truss

Joist / Truss Size

MiTekStock No.

Vertical100%

Uplift1

115%Vertical100%

Uplift1

115%

--



Vertical100%

Uplift1

115%Vertical100%

Uplift1

115%

7-1/4

10-1/2

12-1/4

HGUS26-4

HGUS28-4

6-9/16

6-7/16

5-7/16

6-7/8

6-7/8

6-7/8

7-1/4

7-1/4

7-9/16

8-13/16

10-13/16

12-13/16

9

5-1/2

5-1/2

5-1/2

9

11

13

5-1/8

5-1/8

5-7/16

7-3/16

9-3/16

11-3/16

13-3/16

3-5/8

3-5/8

5-1/8

5-1/8

5-1/8

Dimensions (in)

4

7-1/16

9-1/16

11-1/16

12-1/4

9-3/8

10-5/8

5-1/2

7-1/4

13-1/16

9-3/16

9-1/8

10-7/8

7 x 11-1/4 - 16

7 x 14 - 18

1-5/8

1-5/8

1-5/8

2-3/4

2-3/4

2-3/4

3-1/4

3-1/4

3-1/4

3-1/4

3-1/4

3-5/8

3-5/8

3-5/8

6 x 14 - 16

6-3/4 x 9 - 14-1/2

6-3/4 x 11 - 18

9-1/4

5-5/16

7 x 9-1/4 - 14

(3) 2 x 14 - 16

(4) 2 x 6 - 8

(4) 2 x 8 - 10

6 x 10 - 12

6 x 12 - 14

4 x 14 - 16

(3) 2 x 6 - 8

(3) 2 x 8 - 10

(3) 2 x 10 - 12

(3) 2 x 12 - 14

4 x 8 - 10

4 x 10 - 12

4 x 12 - 14

2-11/16 x 14 - 16

3-1/4 x 9-1/2

3-1/4 x 10-5/8

(2) 2 x 6 - 8

(2) 2 x 8 - 10

6-3/4 x 13 - 20-1/2

2 x 10 - 12

2-11/16 x 9-1/4 - 14

2-11/16 x 11-1/4 - 16

HGUS212-4, HGUS6.88/12

HGUS214-4, HGUS6.88/14

HGUS7.25/10

HGUS7.25/12 THDH7212

THDH612

THDH414

THDH26-3

THDH28-3

THDH210-3

THDH212-3

THDH210-2

THDH46

THDH48

THDH410

THDH412

THDH2714

THDH3210

THDH3212

(2) 2 x 10 - 12

4 x 6 - 8

HGUS7.25/14

HGUS214-3

HGUS5.25/10, HGUS5.50/10

HGUS5.25/12, HGUS5.50/12

HGUS5.50/14

HGUS210-4, HGUS6.88/10

HGUS414

HGUS26-3

HGUS28-3

HGUS210-3

HGUS212-3

THDH7214

HGUS26

HGUS28

HGUS2.75/10

HGUS2.75/12

HGUS2.75/14

HGUS3.25/10

HGUS3.25/12

HGUS26-2

HGUS28-2

HGUS210-2

HGUS46

HGUS48

HGUS410

HGUS412

THDH614

THDH6710

THDH6712

THDH6714

THDH7210

THDH214-3

THDH26-4

THDH28-4

THDH610

THDH26-2

THDH28-2

THDH26

THDH28

THDH210

THDH27925

THDH27112

4 66

4 66

4 66

4 36

4 56

4 20

4 46

4 46

4

16d 12 16d

4 20 16d 8 16d

16d 16 16d

4 56 16d 14 16d

4 46 16d 12 16d

16d 16 16d

4 56 16d 14 16d

4 46 16d 12 16d

66 16d 22 16d

16d 22 16d

4 56 16d 20 16d

4 46 16d 16 16d

16d 20 16d

4 46 16d 16 16d

4 36 16d 12 16d

16d 8 16d

4 66 16d 16 16d

4 56 16d 14 16d


16d 12 16d

4 36 16d 10 16d

4 20 16d 8 16d

16d 12 16d

4 36 16d 10 16d

4 22 16d 8 16d

56 16d 14 16d

4 46 16d 12 16d

4 66 16d 16 16d

4 56 16d 14 16d

Corr

osio

nFi

nish

5 20 16d 8 16d

4 46 16d 12 16d

5 46 16d 16 16d

Joist / Truss Size

MiTekStock No.


Header Truss

5 36 16d 12 16d

2 x 6 - 8

2 x 8 - 10

5-7/16

7-3/16

Drive joist nails into header at 30° to 45°

to achieve listed loads.

Plated Truss


Typical bend line nail installation

Drive bend line nailsinto header at 45° to achieve listed loads.

THDH

H

D

W

Obround hole nailing where applicable


Typical double shear installation

206

Plat

ed T

russ

Copyright © 2018 M







S-P-FFactored ResistanceHeader Truss

Joist / Truss Size

MiTekStock No.

Vertical100%

Uplift1

115%Vertical100%

Uplift1

115%

--



Vertical100%

Uplift1

115%Vertical100%

Uplift1

115%

7-1/4

10-1/2

12-1/4

HGUS26-4

HGUS28-4

6-9/16

6-7/16

5-7/16

6-7/8

6-7/8

6-7/8

7-1/4

7-1/4

7-9/16

8-13/16

10-13/16

12-13/16

9

5-1/2

5-1/2

5-1/2

9

11

13

5-1/8

5-1/8

5-7/16

7-3/16

9-3/16

11-3/16

13-3/16

3-5/8

3-5/8

5-1/8

5-1/8

5-1/8

Dimensions (in)

4

7-1/16

9-1/16

11-1/16

12-1/4

9-3/8

10-5/8

5-1/2

7-1/4

13-1/16

9-3/16

9-1/8

10-7/8

7 x 11-1/4 - 16

7 x 14 - 18

1-5/8

1-5/8

1-5/8

2-3/4

2-3/4

2-3/4

3-1/4

3-1/4

3-1/4

3-1/4

3-1/4

3-5/8

3-5/8

3-5/8

6 x 14 - 16

6-3/4 x 9 - 14-1/2

6-3/4 x 11 - 18

9-1/4

5-5/16

7 x 9-1/4 - 14

(3) 2 x 14 - 16

(4) 2 x 6 - 8

(4) 2 x 8 - 10

6 x 10 - 12

6 x 12 - 14

4 x 14 - 16

(3) 2 x 6 - 8

(3) 2 x 8 - 10

(3) 2 x 10 - 12

(3) 2 x 12 - 14

4 x 8 - 10

4 x 10 - 12

4 x 12 - 14

2-11/16 x 14 - 16

3-1/4 x 9-1/2

3-1/4 x 10-5/8

(2) 2 x 6 - 8

(2) 2 x 8 - 10

6-3/4 x 13 - 20-1/2

2 x 10 - 12

2-11/16 x 9-1/4 - 14

2-11/16 x 11-1/4 - 16

HGUS212-4, HGUS6.88/12

HGUS214-4, HGUS6.88/14

HGUS7.25/10

HGUS7.25/12 THDH7212

THDH612

THDH414

THDH26-3

THDH28-3

THDH210-3

THDH212-3

THDH210-2

THDH46

THDH48

THDH410

THDH412

THDH2714

THDH3210

THDH3212

(2) 2 x 10 - 12

4 x 6 - 8

HGUS7.25/14

HGUS214-3

HGUS5.25/10, HGUS5.50/10

HGUS5.25/12, HGUS5.50/12

HGUS5.50/14

HGUS210-4, HGUS6.88/10

HGUS414

HGUS26-3

HGUS28-3

HGUS210-3

HGUS212-3

THDH7214

HGUS26

HGUS28

HGUS2.75/10

HGUS2.75/12

HGUS2.75/14

HGUS3.25/10

HGUS3.25/12

HGUS26-2

HGUS28-2

HGUS210-2

HGUS46

HGUS48

HGUS410

HGUS412

THDH614

THDH6710

THDH6712

THDH6714

THDH7210

THDH214-3

THDH26-4

THDH28-4

THDH610

THDH26-2

THDH28-2

THDH26

THDH28

THDH210

THDH27925

THDH27112

4 66

4 66

4 66

4 36

4 56

4 20

4 46

4 46

4

16d 12 16d

4 20 16d 8 16d

16d 16 16d

4 56 16d 14 16d

4 46 16d 12 16d

16d 16 16d

4 56 16d 14 16d

4 46 16d 12 16d

66 16d 22 16d

16d 22 16d

4 56 16d 20 16d

4 46 16d 16 16d

16d 20 16d

4 46 16d 16 16d

4 36 16d 12 16d

16d 8 16d

4 66 16d 16 16d

4 56 16d 14 16d


16d 12 16d

4 36 16d 10 16d

4 20 16d 8 16d

16d 12 16d

4 36 16d 10 16d

4 22 16d 8 16d

56 16d 14 16d

4 46 16d 12 16d

4 66 16d 16 16d

4 56 16d 14 16d

Corr

osio

nFi

nish

5 20 16d 8 16d

4 46 16d 12 16d

5 46 16d 16 16d

Joist / Truss Size

MiTekStock No.


Header Truss

5 36 16d 12 16d

2 x 6 - 8

2 x 8 - 10

5-7/16

7-3/16


illustration shown

Option Skewed1,3 Sloped Seat2 Sloped / Skewed1,2,3

Range 1˚ to 45˚ 1˚ to 45˚ See Sloped Seat and Skewed

1) Skewed THDH hangers with skews greater than 15° always have all joist nailing on one side of the outside flange. 2) Sloped or sloped / skewed hangers with slopes greater than 15° may have additional joist nails. 3) Skewed hangers typically require a bevel cut. A square cut option may be available as a custom. Inverted flange option is not available for THDH models.

85% of table loadFactored

Resistance85% of table load.

50% of table uplift load.52% of table load.

50% of table uplift load.

Ordering



Ex. THDH410_SK45R_BV


to product number.Ex. THDH410_SL30D

See Sloped Seat and Skewed.Ex. THDH410_SK45R_BV_SL30D


THDH

THDH Heavy-Duty Truss Hangers

Plated Truss

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THDHQ Girder Truss Hangers

The THDHQ hangers are designed to attach multi-ply girder trusses together using WS Wood Screws for higher design load capacity. THDHQ hangers can also be used to attach structural composite lumber (SCL).

Materials: 12 gauge Finish: G90 galvanizingCodes: Load values are derived from data submitted to various North American building code evaluators.

Installation:• Use all specified fasteners. • WS Wood Screws are supplied with THDHQ hangers.• See table footnotes.

Ref. No. W H D A Qty Type Qty Type Unit





1) Factored uplift resistances have been increased 15% for short-term loads such as wind and earthquake; no further increase allowed. 2) WS3 is 1/4" x 3" long wood screw, WS45 is 1/4" x 4-1/2" long wood screw, WS6 is 1/4" x 6" long wood screw and are included with THDHQ hangers. 3) WS Wood Screw length into supporting member is based on supporting member width being equal to supported member width. See notes 4 and 5 for fastening information. 4) WS Wood Screws shall penetrate properly into all plies of the supporting member and as a minimum, penetration into the last ply of the supporting member shall be at least one inch. Additional WS screws (not supplied) can be installed to the back side of the outer ply, designed by others, when the aforementioned penetration requirement is not met. 5) For construction safety concern, if the supplied WS Wood Screws protrude past the last ply of the supporting member, shorter length WS screws can be used; ex. WS3 screws may be substituted for WS45 screws and WS45 screws may be substituted for WS6 screws, with no load reduction. Alternately, a backer block member may be used as determined by the designer. 6) Cross-grain tension may limit factored resistances per CSA O86-14 Section 12.2.1.4. For assistance, contact MiTek. 7) WS Wood Screws may be installed through metal truss connector plates as approved by the Truss Designer, provided the requirements of CSA O86-14 Section 5.3.8 and TPIC-2014 Section 7.5 are met. (Pre-drilling required through the plate using a maximum of 5/32" bit). 8) For hanger installations supported by LSL, of specific gravity no less than 0.50, use the DF factored resistances. New products or updated product information are designated in blue font.

Fastener Schedule2,7Dimensions (in)

WS6

(4) 2 x 10 - 12 THDHQ210-4 HGUQ210-4-SDS6 6-9/16 9-3/16 4 2-13/16 28 WS6 8 WS6

4 2-13/16 20 WS6 8 (4) 2 x 8 - 10 THDHQ28-4 HGUQ28-4-SDS6 6-9/16 7-3/16

4 WS6

4 2-13/16 28 WS45 8

4 1-15/16 12 WS6

(3) 2 x 10 - 12 THDHQ210-3 HGUQ210-3-SDS4.5 4-15/16 9-3/16

(4) 2 x 6 - 8 THDHQ26-4 HGUQ26-4-SDS6 6-9/16 5-7/16

WS3

4 x 10 - 12 THDHQ410 HGUQ410-SDS3 3-5/8 9-3/16 4 2-13/16 28 WS3 8 WS3

4 2-13/16 20 WS3 8 4 x 8 - 10 THDHQ48 HGUQ48-SDS3 3-5/8 7-3/16

8 WS3

4 2-13/16 28 WS3 8 (2) 2 x 10 - 12 THDHQ210-2 HGUQ210-2-SDS3 3-5/16 9-3/16

WS45

(3) 2 x 8 - 10 THDHQ28-3 HGUQ28-3-SDS4.5 4-15/16 7-3/16 4 2-13/16 20 WS45 8 WS45

4 x 6 - 8 THDHQ46 HGUQ46-SDS3 3-5/8 5-7/16 4 1-15/16 12 WS3

4x Sizes

Supporting Member3,4,5

Supported MemberSupported

MemberMiTek

Stock No.

5-7/16

WS3

4 1-15/16 12 WS45 4 (3) 2 x 6 - 8 THDHQ26-3 HGUQ26-3-SDS4.5 4-15/16 5-7/16

WS45

WS3

(2) 2 x 8 - 10 THDHQ28-2 HGUQ28-2-SDS3 3-5/16 7-3/16



Vertical100%

Uplift1

115%Vertical100%

Uplift1

115%Double 2x Sizes

Triple 2x Sizes

Quadruple 2x Sizes

4 2-13/16 20 WS3 8 WS3

4 1-15/16 12 WS3 4 (2) 2 x 6 - 8 THDHQ26-2 HGUQ26-2-SDS3 3-5/16

Plated Truss

Typical THDHQ28-2truss installation

Typical THDHQ28-2dimension lumber

installation

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MSH Adjustable Strap Hangers

Plated Truss

Nailer Options – chart represents maximum factored resistance for hangers used on wood nailers. Reference page 148.

Lbs kN Lbs kN

Qty Type Qty Type2X 4 10d x 1-1/2 4 10d x 1-1/2 2045 9.10 1655 7.363X 4 10d x 1-1/2 4 10d x 1-1/2 2045 9.10 1655 7.36

(2) 2X 6 10d 4 10d x 1-1/2 3200 14.23 2635 11.724X 6 10d 4 10d x 1-1/2 3200 14.23 2635 11.722X 6 10d x 1-1/2 6 10d x 1-1/2 3215 14.30 2525 11.233X 6 10d x 1-1/2 6 10d x 1-1/2 3215 14.30 2525 11.23

(2) 2X 6 16d x 2-1/2 6 10d x 1-1/2 3215 14.30 2525 11.234X 6 16d x 2-1/2 6 10d x 1-1/2 3215 14.30 2525 11.23

1) Listed loads shall not be increased. 2) The nailer must be sized to fit the supported width and be of sufficient thickness to satisfy specified top flange nailing requirements. A design professional must specify nailer attachment to steel beams. 3) NAILS: 10d x 1-1/2 nails are 0.148" dia. x 1-1/2" long, 10d nails are 0.148" dia. x 3" long, 16d x 2-1/2 nails are 0.162" dia. x 2-1/2" long. New products or updated product information are designated in blue font.

MSH (18GA)

MSH (16GA or 14GA)

Fastener Schedule3 DF Factored Resistance1 S-P-F Factored Resistance1

MiTekSeries

Nailer

Size2

Header Joist

Vertical100%

Vertical100%

Vertical100%

Vertical100%

1) Listed loads shall not be increased.2) The nailer must be sized to fit the supported width and be

of sufficient thickness to satisfy specified top flange nailing requirements. A design professional must specify nailer attachment to steel beams.

3) NAILS: 10d x 1-1/2 nails are 0.148" dia. x 1-1/2" long, 10d nails are 0.148" dia. x 3" long, 16d x 2-1/2 nails are 0.162" dia. x 2-1/2" long.


Double shear nail designfeatures fewer nails

and faster installation


The MSH is field adjustable. The flanges can be used in top mount, face mount, or combination installations. An open back design allows installation after a member is placed in position.


Installation:• Use all specified fasteners. See Product Notes, page 19.• Web stiffeners are required for I-Joist installations.

Face Max

All header nails used should be driven into the wide face of the header

Top-Max

The hanger is installed in a topmount condition with at least six lowest header face nail holes filled, and four top flange nails filled. Refer to Table 1 below for minimum top flange length requirements.

Top-Min

The hanger is installed in a top mount condition with at least the top two header face nail holes filled, and four top flange nail holes filled. Refer to Table 1 below for minimum top flange length requirements. The joist nails shall be installed straight into the joist for all models.

Combination Face-Max / Top-Max

Face-Max values apply for the entire connection. Follow fastening directions for the applicable mounting condition for each individual flange strap.

Typical MSH face-max installation

Typical MSH top-max installation

Typical MSH top-min installation

Typical MSH combination installation

Mounting Conditions

Table 1


7/8" 1-1/8" 1-3/8" 1-1/2" 1-3/4" 1-7/8" 2" 2-5/8" 2-3/4" 2-13/16"MSH426 MSH29 MSH2322-2 MSH422-2 MSH426-2 MSH1713 MSH424 MSH222 MSH222-2 MSH218-2 MSH218 MSH213

MSH426IF -- MSH2622-2 MSH422-2IF -- -- -- MSH1722 MSH422IF -- MSH413 ---- -- -- -- -- -- -- MSH2322 MSH2022 -- MSH418 ---- -- -- -- -- -- -- MSH322 -- MSH422 --

1) Total hanger height will be reduced by the top flange length. Carried member height must be accounted for accordingly.

Minimum Top Flange Length for Top Mount Installations 1

2-3/16"

MSH MSH422IFMSH222 MSH426

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22"

3-5/8"

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23"

1-5/8"

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Top Face

Ref. No. W H D A B Qty Qty Type Qty Type

face-max -- 18 10d 4 10d x 1-1/2 4625 1435 20.57 6.38 3630 1125 16.15 5.00

top-max 4 6 10d 4 10d x 1-1/2 4785 1435 21.28 6.38 3760 1125 16.73 5.00

top-min 4 2 10d 4 10d x 1-1/2 3630 -- 16.15 -- 2850 -- 12.68 --

face-max -- 20 10d 4 10d 4625 1435 20.57 6.38 3630 1125 16.15 5.00

top-max 4 6 10d 4 10d 4785 1435 21.28 6.38 3760 1125 16.73 5.00

top-min 4 2 10d 4 10d x 1-1/2 3630 -- 16.15 -- 2850 -- 12.68 --

face-max -- 26 10d 4 10d x 1-1/2 4625 1435 20.57 6.38 3630 1125 16.15 5.00

top-max 4 6 10d 4 10d x 1-1/2 4785 1435 21.28 6.38 3760 1125 16.73 5.00

top-min 4 2 10d 4 10d x 1-1/2 3630 -- 16.15 -- 2850 -- 12.68 --

face-max -- 22 10d 4 10d x 1-1/2 3640 1085 16.19 4.83 2860 850 12.72 3.78

top-max 4 6 10d 4 10d x 1-1/2 4125 1085 18.35 4.83 3235 850 14.39 3.78

top-min 4 2 10d 4 10d x 1-1/2 3440 -- 15.30 -- 2700 -- 12.01 --

face-max -- 12 10d 4 10d 3640 1085 16.19 4.83 2860 850 12.72 3.78top-max 4 6 10d 4 10d 4125 1085 18.35 4.83 3235 850 14.39 3.78top-min 4 2 10d 4 10d x 1-1/2 3440 -- 15.30 -- 2700 -- 12.01 --

face-max -- 22 10d 4 10d x 1-1/2 3410 940 15.17 4.18 2900 800 12.90 3.56top-max 4 6 10d 4 10d x 1-1/2 4495 975 19.99 4.34 3660 795 16.28 3.54top-min 4 2 10d 4 10d x 1-1/2 3370 -- 14.99 -- 2750 -- 12.23 --

face-max -- 22 10d 4 10d 3410 940 15.17 4.18 2900 800 12.90 3.56top-max 4 6 10d 4 10d 4495 975 19.99 4.34 3660 795 16.28 3.54top-min 4 2 10d 4 10d 3370 -- 14.99 -- 2750 -- 12.23 --

face-max -- 22 10d 4 10d x 1-1/2 3410 940 15.17 4.18 2900 800 12.90 3.56top-max 4 6 10d 4 10d x 1-1/2 4495 975 19.99 4.34 3660 795 16.28 3.54

top-min 4 2 10d 4 10d x 1-1/2 3370 -- 14.99 -- 2750 -- 12.23 --

face-max -- 22 10d 4 10d x 1-1/2 3410 940 15.17 4.18 2900 800 12.90 3.56top-max 4 6 10d 4 10d x 1-1/2 4495 975 19.99 4.34 3660 795 16.28 3.54

top-min 4 2 10d 4 10d x 1-1/2 3370 -- 14.99 -- 2750 -- 12.23 --








1-13/16 top-max 4 8 16d 6 16d 6115 3415 27.20 15.19 4800 2685 21.35 11.94-- top-min 4 2 16d 6 16d 4340 905 19.31 4.03 3405 710 15.15 3.16




face-max -- 46 10d 4 10d 8120 995 36.12 4.43 6375 810 28.36 3.60

top-max 4 6 10d 4 10d 5240 995 23.31 4.43 4115 810 18.30 3.60

top-min 4 2 10d 4 10d 3475 -- 15.46 -- 2830 -- 12.59 --

face-max -- 46 10d 4 10d 8120 995 36.12 4.43 6375 810 28.36 3.60

top-max 4 6 10d 4 10d 5240 995 23.31 4.43 4115 810 18.30 3.60

top-min 4 2 10d 4 10d 3475 -- 15.46 -- 2830 -- 12.59 --

1) Factored uplift resistances have been increased 15% for short-term loads such as wind and earthquake; reduce for other load durations in accordance with the code. 2) NAILS: 10d x 1-1/2 nails are 0.148" dia. x 1-1/2" long, 10d nails are 0.148" dia. x 3" long, 16d nails are 0.162" dia. x 3-1/2" long. New products or updated product information are designated in blue font.

5

4-5/8" wide

I-Joist

MSH2322-2 -- 16 4-3/4 22

1-5/8 2-1/4 516-3/4

2xLumber

orTrusses

MSH218 THA218 18

MSH222 THAI222 18 1-5/8 1-3/4 10-13/16

MSH29 THA29 18 1-5/8

(2) 3-1/2"wideFloor

Trusses

MSH422-2 THA422-2 14 7-1/4 22-1/8

1-3/4 9-1/4

5-3/16

MSH426 MSH426IF

THA426, THAC426

14 3-5/8 26 1-3/4 8

MSH424 -- 16 3-5/8 21-1/2 2

THAC418, THAC422

MSH2622-2

2 11

MSH426-2 THA426-2 14 7-1/4 26-1/16 2 11

-- 16 5-3/8 22 1-3/4 9-1/41-7/8

MSH422-2IF THAC422-2 14 7-1/4 22-1/8 2 11

16 3-5/8 22 1-3/4 9-13/16

MSH422 THA422, THAI422

16 3-9/16 21-1/2 1-3/4

THA418 16 3-9/16 17-1/2 1-3/4 7-5/8

10-1/16

3-1/2" wideFloor

Trusses

MSH413 THA413 16 3-9/16 14 1-3/4 7-5/8

MSH418

MSH222-2 THA222-2 16 3-1/8 22-1/4 1-3/4

7-5/8

MSH422IF

1-3/4 10-3/8

(2) 2xLumber

orTrusses

MSH218-2 THA218-2 16 3-1/8 17-3/4 1-3/4 10-1/16

2-1/2" wide FloorTrusses

MSH322 THAI322 18 2-9/16 22-1/2

1-13/16

1-13/16

1-3/4 10-7/16

2-5/16"wide

I-Joist MSH2322 THAI3522 18 2-3/8 22-5/8 1-3/4 10-7/16

2" wideI-Joist

MSH2022 THAI2.06/22 18 2-1/16 22-5/8

Ga.

Dimensions (in) Fastener Schedule2 DF Factored Resistance S-P-F Factored Resistance

10-3/4

MSH1722 THAI1.81/22 18 1-13/16 22-7/8 1-3/4 10-3/4

Uplift1

115%

12-3/4

2-1/4 5

MSH213 THA213 18 1-5/8 2-1/4

8-3/4

23

Corr

osio

nFi

nish

kN

Vertical100%

Uplift1

115%Vertical100%

Vertical100%

Uplift1

115%

1-3/4"LVLor

I-Joist

MSH1713 -- 18 1-13/16 14-7/16 1-3/4

JoistMaterial& Width


MiTekStock No.

MountingCondition

Vertical100%

Uplift1

115%

2-7/16

2-3/8

2-7/16

1-13/16

1-13/16

1-7/8

1-13/16

1-13/16

1-13/16

1-7/8

1-7/8

2-1/8

--

2-1/16

2-1/8

1-7/8

1-7/8

--

MSH Adjustable Strap Hangers

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MSHL / R Skewed Truss Hangers

Ref. No. Type Qty Type UnitLbs 2795 1155 2790 1150kN 12.43 5.14 12.41 5.12Lbs 2700 1155 2600 1150kN 12.01 5.14 11.57 5.12Lbs 1925 -- 1855 --kN 8.56 -- 8.25 --Lbs 2795 1155 2790 1150kN 12.43 5.14 12.41 5.12Lbs 2630 995 2065 780kN 11.70 4.43 9.19 3.47Lbs 2605 995 2045 780kN 11.59 4.43 9.10 3.47Lbs 2290 -- 1800 --kN 10.19 -- 8.01 --Lbs 2630 995 2065 780kN 11.70 4.43 9.19 3.47

1) Factored uplift resistances have been increased 15% for short-term loads such as wind and earthquake; reduce for other load durations in accordance with the code. 2) NAILS: 10d x 1-1/2 nails are 0.148" dia. x 1-1/2" long, 10d nails are 0.148" dia. x 3" long. New products or updated product information are designated in blue font.

TopQty

FaceQty

2 10 10d

2 14 10d

4 2 10d

6 10d

top-max

top-min

10d

4 6 10d 6 10d

10d

3-1/2" LVLor FloorTrusses

MSH422L/R THAL/R422 16

10d x 1-1/26

combination

-- 14 10d 6

4 2 10d 6

face-max

10d x 1-1/2

-- 22 10d 6

JoistMaterial& Width

MiTekStock No.

SteelGauge

MountingCondition

MSH213L/R2x Lumber

orTrusses

-- 18

face-max

top-min

top-max

combination

6 10d x 1-1/2

Vertical100%

Uplift1

115%


S-P-FFactored ResistanceJoist

Fastener Schedule2

Header

Vertical100%

Uplift1

115%

10d x 1-1/2

4 6 10d 6

Plated Truss

The MSHL/R is a versatile 45-degree skewed hanger with multiple installation options. It can be installed on a supporting girder truss as well as solid-sawn and structural composite lumber headers.


Installation:• Install the required number of fasteners according to the load table.• Install fasteners into the carrying members at the locations

described below based on the proper “Mounting Condition.” • Web stiffeners are required for I-Joist installations.• Hanger is factory

skewed at 45° left or right.

Typical MSH213R installationright skew

Typical MSH213L installationleft skew

MSH213L left skew

13-1/4"

5"

1-5/8"

1-3/4"

Right skew Left skew


40° to 50°

Typical MSH422R face-max installation

Typical MSH422R top-max installation

Typical MSH422R top-min installation

Typical MSH422R combination installation

Install six (6) 10d x 1-1/2" nails into 2x carried member, or six (6) 10d nails into 3-1/2" wide carried member.

CONNECTION TO CARRYING MEMBERMounting Condition

CONNECTION TO CARRIED MEMBER - All Mounting Conditions

Top-MinThe straps must be field bent over the header a minimum of 2" to allow four (4) top flange nail holes to be filled (two in each strap). Also install the two (2) uppermost face nails (one on each strap) near the top of the header.

Top-Max The straps must be field-bent over the header a minimum of 2" to allow four (4) top flange nail holes to be filled (two in each strap). The bottom six (6) fastener holes (three on each side of the bucket) must be filled. Min. 2x6 bottom chord required.

MSH422R right skew

MSH422L left skew

22"

5-1/8"

1-3/4"

3-9/16"

9-5/16"

Combination Face-Max/Top-Max

Follow the Face-Max installation for one side of the connector and the Top-Max installation for the opposite side of the connector. The Face-Max factored resistances apply to this type of installation. Min. 2x6 bottom chord required.

Face-Max For MSH422L/R, bottom six (6) fastener holes (three on each side of bucket) must be filled. Install eight (8) additional fasteners (four (4) in each strap) where applicable. For MSH213L/R, bottom eight (8) fastener holes must be filled (four (4) in each strap). Install fourteen (14) additional fasteners, seven (7) in each strap. Min. 2x6 bottom chord required.

1) Factored uplift resistances have been increased 15% for short-term loads such as wind or earthquake; reduce for other load durations in accordance with the code.

2) NAILS: 10d x 1-1/2 nails are 0.148" dia. x 1-1/2" long, 10d nails are 0.148" dia. x 3" long


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MSHA Adjustable Strap Skewed Hangers

MiTek’s MSHA Series hanger offers the most flexible field solution for truss-to-truss connections accommodating a range of skews and challenging web-chord geometry often found in truss framing. Eliminating the need for special orders, the MSHA Series hanger provides economical solutions for 1-ply or 2-ply roof trusses and 1-ply floor trusses skewed between 22-1/2° to 75°. MSHA hangers can be installed in top-min, top-max, face-max or combination conditions as required.


Installation:

• Install the required number of fasteners according to the load table.• Install fasteners into the carrying member at the locations described below based

on the proper “Mounting Condition”. • Product is factory skewed 22-1/2° and may be field skewed from 22-1/2° to 75°.

See installation sequence below for skews greater than 22-1/2°.• Face-Max and Combination mounting conditions require a minimum chord or header

height of 7-1/4". Top-Max and Top-Min mounting conditions require a minimum chord or header height of 5-1/2".

MSHA29LLeft Shown

MSHA29R-2Right Shown

Plated Truss

Typical MSHA combination installation

Typical MSHA top-min installation

Typical MSHA face-max installation

Typical MSHA top-max installation

CONNECTION TO CARRYING MEMBERMounting Conditions:

CONNECTION TO CARRIED MEMBERMounting Conditions:

For the 22-1/2° skew installation, all round holes must be filled. For skews greater than 22-1/2°, only the diamond holes must be filled.

Face-Max

Fill the lowest four holes nearest each side of the bucket. For a 22-1/2° skew, fill the four diamond holes on one side and 4 round holes on the other. For skews greater than 22-1/2°, fill the 4 round holes on each side.

Add an equal amount of nails in each side of the hanger in any of the remaining nail holes to meet the minimum fastener requirements listed in the table on page 212.

Top-Max

Field bend the strap over the supporting member. The bent strap must extend a minimum of 2 inches over the carrying member to allow for the four top flange nail holes to be filled.

Fill the lowest four nail holes nearest each side of the bucket. For a 22-1/2° skew, fill the four diamond holes on one side and 4 round holes on the other. For skews greater than 22-1/2°, fill the 4 round holes on each side.

Top-Min

Field bend the strap over the supporting member. The bent strap must extend a minimum of 2 inches over the carrying member to allow for the four top flange nail holes to be filled.

Fill the four nail holes (two each strap) nearest the top of the carrying member.

Combination (Face-Max/Top-Max)

Follow the Face-Max installation for one side of the connector. Follow the Top-Max installation for the opposite side of the connector.

The Face-Max factored resistance apply to this type of installation.

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Ref. No. W H Type Qty Type 100% 115% 100% 115% 100% 115% 100% 115%

22-1/2 -- 12 10d 7 10d x 1-1/2 2335 1625 10.39 7.23 2015 1400 8.96 6.23

23 to 45 -- 12 10d 4 10d x 1-1/2 2025 930 9.01 4.14 1590 805 7.07 3.58

46 to 75 -- 12 10d 4 10d x 1-1/2 2025 930 9.01 4.14 1590 805 7.07 3.58

22-1/2 4 8 10d 7 10d x 1-1/2 2870 1625 12.77 7.23 2260 1360 10.05 6.05

23 to 45 4 8 10d 4 10d x 1-1/2 2435 930 10.83 4.14 1915 755 8.52 3.36

46 to 75 4 8 10d 4 10d x 1-1/2 2190 930 9.74 4.14 1720 755 7.65 3.36

22-1/2 4 4 10d 7 10d x 1-1/2 1955 -- 8.70 -- 1685 -- 7.50 --

23 to 45 4 4 10d 4 10d x 1-1/2 1765 -- 7.85 -- 1385 -- 6.16 --

46 to 75 4 4 10d 4 10d x 1-1/2 950 -- 4.23 -- 745 -- 3.31 --

22-1/2 -- 12 10d 7 10d 2340 1630 10.41 7.25 1955 1360 8.70 6.05

23 to 45 -- 12 10d 4 10d 1910 935 8.50 4.16 1495 755 6.65 3.36

46 to 75 -- 12 10d 4 10d 1910 935 8.50 4.16 1495 755 7.70 3.36

22-1/2 4 8 10d 7 10d 2880 1630 12.81 7.25 2260 1360 10.05 6.05

23 to 45 4 8 10d 4 10d 2470 935 10.99 4.16 1970 780 8.76 3.47

46 to 75 4 8 10d 4 10d 2125 935 9.45 4.16 1665 780 7.41 3.47

22-1/2 4 4 10d 7 10d 1960 -- 8.72 -- 1685 -- 7.50 --

23 to 45 4 4 10d 4 10d 1765 -- 7.85 -- 1385 -- 6.16 --

46 to 75 4 4 10d 4 10d 950 -- 4.23 -- 745 -- 3.31 --

22-1/2 -- 12 10d 7 10d 2320 1615 10.32 7.18 2015 1400 8.96 6.23

23 to 45 -- 12 10d 4 10d 2025 925 9.01 4.11 1590 805 7.07 3.58

46 to 75 -- 12 10d 4 10d 2025 925 9.01 4.11 1590 805 7.07 3.58

22-1/2 4 8 10d 7 10d 2855 1615 12.70 7.18 2260 1360 10.05 6.05

23 to 45 4 8 10d 4 10d 2450 925 10.90 4.11 1970 780 8.76 3.47

46 to 75 4 8 10d 4 10d 2125 925 9.45 4.11 1665 780 7.41 3.47

22-1/2 4 4 10d 7 10d 1940 -- 8.63 -- 1685 -- 7.50 --

23 to 45 4 4 10d 4 10d 1765 -- 7.85 -- 1385 -- 6.16 --

46 to 75 4 4 10d 4 10d 950 -- 4.23 -- 745 -- 3.31 --

1) Factored uplift resistances have been increased 15% for short-term loads such as wind and earthquake; reduce for other load durations in accordance with the code. 2) Heff is the minimum distance from the top of the hanger seat to the top of the carrying member. 3) For tabulated top-mount installation loads, the straps must be wrapped over the header a minimum of 2". 4) NAILS: 10d x 1-1/2 nails are 0.148" dia. x 1-1/2" long, 10d nails are 0.148" dia. x 3" long. New products or updated product information are designated in blue font.

SkewAngle

(degrees)

MinHeff

2

(in)

Fastener Schedule4

top-min

top-max

MountingCondition3

TopQty

FaceQty

CarryingMember

Carried Member

MSHA29L/R THASR/L29 1-5/8 10-3/4

Dimensions(in)

JoistWidth

MiTekStock No.

face-max

top-min

top-max2-2x

Trusses MSHA29L/R-2 THASR/L29-2 3-1/8 10-3/4

face-max

5-1/2

7-1/4

7-1/4

5-1/2

2xTrusses

top-min

top-max4x

Trusses MSHA422L/R THASR/L422 3-5/8 22-1/8

face-max7-1/4

5-1/2


Lbs kN


Lbs kN

MSHA Adjustable Strap Skewed Hangers

Step 1: Install acute side top and/or face header fasteners.

Step 2: Utilizing a piece of scrap fastened to the hanger on the obtuse side, bend the hanger to the desired angle.

Step 3: Bend the obtuse side of hanger back toward the header until the flange lies flat against the header, and install header top and/or face fasteners as noted above.

Step 4: Install carried truss and all required fasteners working from the bottom up.

Installation Sequence for Skews > 22-1/2°

Rotate acute side todesired angle

Align back edge of carried member with the slotted holes on the acute side

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Qty Type Qty Type Qty Type Lbs kN Lbs kNface-max -- -- 8 10d x 1-1/2 1 10d x 1-1/2 2115 9.41 1720 7.65top-min 2 10d 3 10d x 1-1/2 1 10d x 1-1/2 2115 9.41 1720 7.65

1) No uplift value with this hanger. Use other hardware higher on carried member to counteract uplift. 2) One or both straps may be bent over chord member with top and backside nailing. 3) Maintain minimum 3/4" edge distance when installing nails. 4) The supported member shall be supported by blocking or other means to prevent rotation. 5) Nails: 10d x 1-1/2 nails are 0.148" dia. x 1-1/2" long, 10d nails are 0.148" x 3" long. Note: The lower holes on each strap are for top nailing when strap is bent. These holes are not for face nailing.

1 or 2

Vertical 100%

Vertical 100%

Fastener Schedule2,3,5 DF


S-P-F


GirderPlies

Supporting MemberSupportedMemberTop

(per strap)Face/Backside

(per strap)MountingCondition

MSSH217L/R -- 18

MiTekStock No.

SteelGauge

Ref.No.

MSSHL/R Severely Skewed Hangers

MiTek’s MSSH217 hanger accommodates a skew range of 60° to 85° (5° minimum to 30° maximum off the girder) without the need for a more expensive custom design hanger. Face nail to webs or bend the flange strap over the chord. Available in left (L) or right (R) configurations.


Installation:• Use all specified fasteners. See Product Notes, page 19.• The 3 lower holes on each strap are for top nailing when the strap is bent

over the truss chord. These holes are not for face nailing.• One or both straps may be bent over the bottom chord of the girder with

top and backside nailing.• Note: Select the correct (right or left) hanger so that the strap on the outside

of the angle will pass the end of the truss. When facing the hanger, the strap in the rear turns in the direction of the skew. The front strap turns to pass behind the end of the carried member.

• Attach the hanger at the end of the truss with a single 10d (0.148" dia) x 1-1⁄2" nail into the side flange or bottom.

• Place the truss in position against the girder. Push the outside strap past the end of the truss to the girder web and face nail through the top 8 holes with 10d (0.148" dia) x 1-1⁄2" nails into the girder.

• The strap inside the angle can be formed over diagonal webs (if design allows) or bend over the girder chord. Use two nails into the top and fill all nail holes on the front/back side of the girder.

• If the outside strap does not contact a web, bend the strap tightly over the girder chord. Use two nails into the top and fill all nail holes on the back side of the girder.

• For uplift resistance, other means of attachment are required. If both the truss and girder have vertical webs, attach a scab to pack out the girder web nearly flush with the truss web and use a field adjustable MP framing angle across the two. A top chord connection for uplift requires a flat LSTA strap tie wrapped under the girder and over the truss chord.

Plated Truss

Back side with straps bent over

Right shownbent over bottom chord

Additional strappingfor high uplift

Additional strappingfor high uplift

Back view shown

MP Framing Angle pg. 82 Scab

LSTA StrapTie pg. 96

Bend over

MSSH217LLeft shown attached

to web and top of chord

MSSH217RRight shown

attached to webs

Top view right shown

MSSH217Rright shown

Pocket Nail

8 holes for face nailing

3 holes for top nailing 2x6 or 2x8

17-3/16"

1-5/8"1-3/4"

Bend over

Girder

Truss

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Copyright © 2018 M


SNP Skewed Nail Plate

The SNP3 Skewed Nail Plate is designed and tested for connecting square cut corner jack trusses at skews up to 45 .̊


Installation:• Install specified fasteners from bend line out from

each end. Not all nail holes will be filled.• Attach to the supported truss on the acute angle

side so the SNP3 runs behind the end of the jack.• Set jack truss against supporting truss and nail on

exposed flange.• Bend angle only once.• 8d common (0.131" dia. x 2-1/2" long) nails

may be substituted for 8d (0.131" dia.) x 1-1/2 nails with no reduction in load.

Ref. No. Qty Type UnitLbs 865 995 680 780kN 3.85 4.43 3.02 3.47


SNP3 TJC37 16 6 8d x 1-1/2

MiTekStock No.

SteelGauge

Each End Vertical100%

Upift1

115%Vertical100%

Upift1

115%



Fastener

Schedule2

HHC – Designed to support hip/hip and jack truss/rafter. Contact MiTek when using in multi-ply applications.

HJHC – Allows for hip/hip support and hip/jack/hip installations.

HJC / HTHJ – Used to simultaneously hang a combination of hips and jacks off girder trusses. These hangers fit both left-hand and right-hand applications. An open back design allows for retrofit installations.

Materials: HHC / HJC / HJHC – 12 gauge, HTHJ –18 gauge Finish: G90 galvanizingOptions: See Specialty Options Chart on page 215.Codes: Load values are derived from data submitted to various North American building code evaluators.


Typical HJC/HTHJinstallation

HHC / HJC / HJHC / HTHJ Hip / Jack Connectors

Plated Truss

Typical SNP3 installation

Supporting truss

3-1/2"

3-1/2"

Supported truss

0°to

45°

Typical HJC/HTHJ installation top view Typical HHC installation top view

Typical HJHCinstallation top view

45°45°45°

45° 45°

45°

SNP3

3-1/2"

3-1/2"

3-3/8"


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HHC / HJC / HJHC / HTHJ Hip/Jack Connectors

Description Ref. No. Qty Type3 Qty Type Qty Type UnitLbs 5740 4540 4505 3565kN 25.53 20.19 20.04 15.86Lbs 5740 3105 4505 2725kN 25.53 13.81 20.04 12.12Lbs 5740 2175 4505 1910kN 25.53 9.67 20.04 8.50Lbs 3695 2570 2900 2020kN 16.44 11.43 12.90 8.99Lbs 5740 4540 4505 3565kN 25.53 20.19 20.04 15.86Lbs 5740 3725 4505 3270kN 25.53 16.57 20.04 14.55Lbs 5740 2485 4505 2180kN 25.53 11.05 20.04 9.70

1) 15% increase for short-term loads such as wind and earthquake has been taken into consideration, no further increase allowed. 2) Loading published for total load of hip / jack connection. 3) For maximum factored uplift resistance for individual hip or jack member, consult MiTek design professional. 4) For single 2x carrying member (header), 10d header nails may be substituted with 10d x 1-1/2" and multiply the listed factored resistances by 0.90; 16d header nails may be substituted with 10d x 1-1/2" and multiply the listed fastored resistances by 0.78. 5) NAILS: 10d nails are 0.148" dia. x 3" long, 16d nails are 0.162" dia. x 3-1/2" long. New products or updated product information are designated in blue font.

2 x 6 terminal

2 x 8 terminal

7-1/8

5-7/16

7-3/16

5-7/16

7-3/16

--

12

--

LTHJA26, THJA26

--

--

-- HJHC28

12

10d

16 16d 7 16d 5 16d

24 16d 6 10d 2

--24 16d 6

10d 8

10d --

--

10d

10d

10d 2

10d --

20 16d 5

12

12

12 20 16d 5

5

12

18

20 16d 6

HJC26

HJC28

HHC26

HHC28

HJHC26

HTHJ26-18

2 x 8 right / left

Vertical100%

Uplift1,3

115%

DF


S-P-F


2 x 6 right / left LTHJA26, THJA26, THJU26

16 16d 5 10d 7 10d

CarryingMember

5-3/8

MiTekStock No.

Uplift1,3

115%

Carried Member


SteelGauge

per Hip per JackH(in)

Vertical100%

Option Hip Truss Skew

Range 30˚ to 60˚Factored

Resistance100% of table load

OrderingAdd SK, angle of hip

required, to product number.Ex. HJC26_SK55

HJC Specialty Options Chart – refer to Specialty Options pages 246-247 for additional details.

Plated Truss

Typical HJC (skewed) installationwith alternate skew angle top view

Specify angle(60° max)

10-1/2"5"6" 3-1/4" 5-7/8"

1-3/4"1-3/4"

2"

3-1/4"

HHH

9"

1-7/8"

3-1/4"

H

HJC HHCHTHJ HJHC

HJC (skewed)

Varies 8"max. width

H

3-1/4"

1-3/4"

216

Plat

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Copyright © 2018 M


BN Breakfast Nook Hangers

Designed to carry four mono trusses in one connector, it reduces installation time and cost. Provides a tested, load rated connection. Standard configuration spacing: 22-1/2°, 45°, 45°, 45°, 22-1/2°. The design also includes field adjustable nailing tabs.


Installation:• Use all specified fasteners. See Product Notes, page 19.• Allow a 2" setback for each mono truss.• For pitched ceiling, design mono trusses with

end-vertical upset. Upset equals tangent of the ceiling slope times 5.6".

• Bend tab only once.

Typical DSC4R installation

LDSC4L left shown

DSC4R right shown

BN264

Ref. No. L H B Qty Type Qty Type Lbs. kN Lbs. kN Lbs. kN Lbs. kN BN264 THJM2-4-SDS3 14 10 5-3/8 3-1/4 20 10d 2 10d x 1-1/2 4565 20.31 1060 4.72 3585 15.95 830 3.69 BN284 -- 14 10 7-1/8 3-1/4 20 10d 2 10d x 1-1/2 4565 20.31 1060 4.72 3585 15.95 830 3.69

1) Short-term load duration factor has been taken into consideration; no further increase allowed. 2) Loading published for total load of connection. Factored load on each single member shall not exceed 25% of the factored resistance listed. 3) NAILS: 10d x 1-1/2 nails are 0.148" dia. x 1-1/2" long, 10d nails are 0.148" dia. x 3" long. New products or updated product information are designated in blue font.

Dimensions (in)

MiTekStock No.

SteelGauge

Carried Member

per Mono Truss

Fastener Schedule3

Carrying Member Vertical (100%) Uplift (115%)1 Vertical (100%) Uplift (115%)1



LDSC / DSC Drag Strut Connectors

Transfers lateral loads from girder truss into bearing walls.

Materials: See chartFinish: PrimerCodes: Load values are derived from data submitted to various North American building code evaluators.

Installation:• Use all specified fasteners. See Product Notes, page 19.• WS3 Wood Screw, 1/4" dia. x 3" long, are supplied with

DSC4 connector.

Ref. No. Qty Type Qty Type Lbs kN Lbs kN Lbs kN Lbs kN LDSC4L/R -- 14 9 10d x 1-1/2 9 10d x 1-1/2 1700 7.56 1700 7.56 1475 6.56 1475 6.56 DSC4L/R DSC5R/L-SDS3 3 16 WS3 16 WS3 6165 27.42 6140 27.31 5305 23.60 5280 23.49

1) Factored resistances have been increased 15% for short-term loads such as wind and earthquake; reduce for other load durations in accordance with the code. 2) WS3 wood screws are 1/4" x 3" and are included with DCS4 connector. 3) NAILS: 10d x 1-1/2 nails are 0.148" dia. x 1-1/2" long.


Compression

115%1

Tension

115%1

Compression

115%1

Tension

115%1


MiTekStock No.

SteelGauge


Truss Top Plate

Plated Truss

Standard configuration(top view)

Typical BN264installation

22-1/2°

Nailing tabs adjust to fasten 22-1/2°

mono trusses

22-1/2°

45°

45°

45°

10-1/2"

7"2-1/8"

21"10-1/2"

3-1/4"3"

2"

Field adjustable nailing tabs with slotted fastening

holes for slant nailing

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GTWS High Uplift Girder Truss Hangers

The GTWS series girder-to-girder hangers feature high uplift capacities along with high gravity load ratings.



• WS Wood Screws are included with hangers where specified.

• GTWS2T shall be installed to a minimum 2x4 vertical member of a girder truss with no restriction on the size of the bottom chord.



Ref. No. W H D Qty Qty UnitLbs 20425 18400 16035 14445kN 90.85 81.85 71.33 64.25Lbs 20425 23530 16035 18470kN 90.85 104.67 71.33 82.16Lbs 20425 23530 16035 18470kN 90.85 104.67 71.33 82.16

1) Factored resistances have been increased 15% for short-term loads such as wind and earthquake; no further increase allowed. 2) WS3 wood screws are 1/4" x 3" long and are included with the GTWS hangers. 3) The wood screws of the GTWS hangers may be installed in both vertical and horizontal members. New products or updated product information are designated in blue font.

MiTekStock No.

SteelGauge

Fastener Schedule

Supporting Truss

Supported Truss

Dimensions (in)

Wood

Screw2,3

Wood

Screw2,3Vertical100%

Uplift1

115%Vertical100%

Uplift1

115%



GTWS2T

GTWS3T

GTWS4T

--

--

-- 28 WS3 24 WS3

3-1/4

4-7/8

6-1/2

22 WS3 16 WS3

28 WS3 24 WS3

10

10

10

16 4

16 5

16 5

Plated Truss

GTWS3T GTWS2T

Typical GTWSinstallation

16" 16"

4"5"W

W

Min. 2x6 vertical (Min. 3" height truss plates,

flush with hanger seat, required on end grain verticals

to resist wood splitting)

218

Plat

ed T

russ

Copyright © 2018 M


GTQ / GTQM Girder Truss Hangers

The GTQ / GTQM hangers connect to multi-ply girder truss with WS Wood Screws offering high load capacities. Design features minimum and maximum fastening installation options to accommodate various sizes of vertical web. GTQM’s are designed for LVL sizes, for example GTQM218.


Installation:• Use all WS wood screws as specified. • Install hanger centered on vertical web.• GTQ’s are designed to be installed on various sizes of vertical web.

Maintain a minimum 5/8" fastener edge distance as per the National Design Specification where truss connector plates are not present.

• Install WS wood screws in all fastener holes including diamond holes for maximum values.

• Refer to Backer Block Installation on page 221 if the length of the screw going into the supporting truss are longer than the thickness of the plies.

Ref. No. Qty Qty UnitLbs 11760 7870 10490 7020kN 52.31 35.01 46.66 31.23Lbs 19595 7870 17190 7020kN 87.16 35.01 76.46 31.23Lbs 11760 7870 10490 7020kN 52.31 35.01 46.66 31.23Lbs 19595 7870 17190 7020kN 87.16 35.01 76.46 31.23Lbs 16665 7870 13515 7020kN 74.13 35.01 60.12 31.23Lbs 21295 8150 17265 7270kN 94.72 36.25 76.80 32.34Lbs 16665 7870 13515 7020kN 74.13 35.01 60.12 31.23Lbs 21295 8150 17265 7270kN 94.72 36.25 76.80 32.34Lbs 20960 8050 16455 6935kN 93.23 35.81 73.20 30.85Lbs 24025 8050 20440 6935kN 106.87 35.81 90.92 30.85Lbs 20960 8050 16455 6935kN 93.23 35.81 73.20 30.85Lbs 24025 8050 20440 6935kN 106.87 35.81 90.92 30.85

1) Factored resistances have been increased 15% for short-term loads such as wind and earthquake; no further increase allowed. 2) Wood Screws: WS3 is 1/4" x 3" long, WS45 is 1/4" x 4-1/2" long, WS6 is 1/4" x 6" long and are included with GTQ and GTQM hangers. 3) If the length of the screws going into the supporting truss are longer than the thickness of the plies, refer to the backer block installation on page 221. 4) WS Wood Screws may be installed through metal truss connector plates as approved by the Truss Designer, provided the requirements of CSA O86-14 Clause 5.3.8. and TPIC-2014 Clause 7.5 are met. (Pre-drilling required through the plate using a maximum 5/32" bit). 5) Truss plies of the supporting member must be fastened together to transfer the load (through all truss plies) that is not transferred by the hanger screws; fastening schedule is to be specified by the truss designer. 6) Supported members on GTQM hangers shall have Specific Gravity of not less than 0.50. 7) The span of the supported member shall be shortened by 1/2" at the hanger end to allow space for screw head and back plate (7 ga). New products or updated product information are designated in blue font.

Vertical100%

Uplift1

115%

Fastener Schedule

Min #of Plies

Supporting Truss Supported Member

# of Plies



Vertical100%

Uplift1

115%Wood

Screw2,4

25

41

2x8 41

47 GTQ420

GTQM420

6-1/2

7-1/4

2x8

Max 2x10

25 THGQ3, THGQH3

--

THGQH4

-- 5-1/2

Max 2x10 47

Min

Min 2x8

33

Min

Max

33

InstallType

Min

Max

GTQM218

W(in)

MiTekStock No.

GTQ218 THGQ2, THGQH2

3-1/4

Min

GTQ318

--

GTQM318

2x8

4-7/8

3-5/8

Max 2x8

Min 2x6

Max

2x6

2x6 18

2x8 30

WS3

Min.Vert.WebSize

30

WoodScrew2,3,4

2x6 18

2

3

WS6 3 20 WS6 4

WS3

WS45 WS452 20

2 20

Plated Truss

GTQ218(GTQM218 similar)



Typical GTQ218 installation(GTQM218 similar)

Typical GTQ318 installation(GTQM318 similar)

Typical GTQ420 installation

(GTQM420 similar)

W

18"

4-1/2"

6-1/4"

W5"

18"

6-1/4"

20"

5-3/4"W

5-15/16"

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GT / GTD / GTS Girder Truss Hangers

The GT primarily hangs girder trusses off other girder trusses, although a wide variety of other heavy-duty installations apply.

Materials: Back Plate – 3 gauge; Strap – 7 gaugeFinish: PrimerOptions: All models available in LVL sizes, use M in place of T, as in GT2M4B.Codes: Load values are derived from data submitted to various North American building code evaluators.

Installation:• Use all specified fasteners. See Product Notes, page 19.• Minimum heel height is 9-1/4" for GT hangers. Typical GT2T4B

installation

Ref. No. W1 L H D Qty Qty Type Unit

Lbs 2880 4230 5575 3340 2265 3320 4375 2620kN 12.81 18.82 24.80 14.86 10.08 14.77 19.46 11.65Lbs 3790 6670 9545 3340 2975 5235 7495 2620kN 16.86 29.67 42.46 14.86 13.23 23.29 33.34 11.65Lbs 4180 6250 8320 3340 3285 4910 6530 2620kN 18.59 27.80 37.01 14.86 14.61 21.84 29.05 11.65Lbs 5785 9720 13650 3340 4540 7630 10715 2620kN 25.73 43.24 60.72 14.86 20.19 33.94 47.66 11.65Lbs 8685 14855 21020 3340 6815 11660 16500 2620kN 38.63 66.08 93.50 14.86 30.31 51.87 73.40 11.65Lbs 11450 16515 21575 3340 8990 12965 16935 2620kN 50.93 73.46 95.97 14.86 39.99 57.67 75.33 11.65Lbs 11580 17530 23475 3340 9090 13760 18430 2620kN 51.51 77.98 104.42 14.86 40.43 61.21 81.98 11.65Lbs 4180 6250 8320 3340 3285 4910 6530 2620kN 18.59 27.80 37.01 14.86 14.61 21.84 29.05 11.65Lbs 5335 9760 14180 3340 4190 7660 11130 2620kN 23.73 43.41 63.08 14.86 18.64 34.07 49.51 11.65Lbs 5785 9720 13650 3340 4540 7630 10715 2620kN 25.73 43.24 60.72 14.86 20.19 33.94 47.66 11.65Lbs 7630 14750 21865 3340 5990 11580 17165 2620kN 33.94 65.61 97.26 14.86 26.64 51.51 76.35 11.65Lbs 8685 14855 21020 3340 6815 11660 16500 2620kN 38.63 66.08 93.50 14.86 30.31 51.87 73.40 11.65Lbs 11450 16515 21575 3340 8990 12965 16935 2620kN 50.93 73.46 95.97 14.86 39.99 57.67 75.33 11.65Lbs 11580 17530 23475 3340 9090 13760 18430 2620kN 51.51 77.98 104.42 14.86 40.43 61.21 81.98 11.65Lbs 15270 23485 31695 3340 11985 18435 24885 2620kN 67.92 104.47 140.99 14.86 53.31 82.00 110.69 11.65Lbs 5785 9720 13650 3340 4540 7630 10715 2620kN 25.73 43.24 60.72 14.86 20.19 33.94 47.66 11.65Lbs 7630 14750 21865 3340 5990 11580 17165 2620kN 33.94 65.61 97.26 14.86 26.64 51.51 76.35 11.65Lbs 8685 14855 21020 3340 6815 11660 16500 2620kN 38.63 66.08 93.50 14.86 30.31 51.87 73.40 11.65Lbs 11440 16510 21575 3340 8980 12960 16935 2620kN 50.89 73.44 95.97 14.86 39.95 57.65 75.33 11.65Lbs 11570 17525 23475 3340 9085 13760 18430 2620kN 51.47 77.96 104.42 14.86 40.41 61.21 81.98 11.65Lbs 15230 23465 31695 3340 11955 18420 24885 2620kN 67.75 104.38 140.99 14.86 53.18 81.94 110.69 11.65

1) Factored uplift resistance has been increased 15% for short-term loads such as wind and earthquake; no further increase allowed. 2) Bolts shall conform to ASTM A 307 Grade A or better. 3) GT series require 2 x 6 vertical member for 2, 3, and 4 bolt hangers and 2 x 8 for 6 and 8 bolt hangers. 4) NAILS: 16d nails are 0.162" dia. x 3-1/2" long. New products or updated product information are designated in blue font.

SupportedTruss

4 ply

GT3T6B

GT3T6BH

GT4T8B

THGB3

--

--

--

--

5-1/8

22

6

6

22

4-1/2

4-1/2

4-1/2

5-1/2

4-1/2

4-1/2

5-1/2

5-1/2

22

5 ply

GT2T2B

GT2T2BH

GT2T3B

GT2T4B

GT2T6B

GT2T8B

GT3T3B

GT3T3BH

GT2T6BH

GT5T8BH

GT4T4B

GT4T4BH

GT4T6B

GT4T6BH

GT3T4B

GT3T4BH3 ply

GT3T8BH

GT3T8B

--

--

--

--

-- --

--

THGBH4

THGB2

THGBH2

-- --

--

--

88-1/8

6

6

22

26-1/4

19

22-1/4

22

26-1/4

6-1/2

6-1/2

6-1/2

6-1/2

5-1/8

5-1/8

6-1/2

5-1/8

7-1/2

9-1/4

22-1/4

5-1/8

5-1/8

6

7-1/2

25

30-1/4

6

6

7-1/2

7-1/2

7

7

7-1/4

7-1/4

7-1/2

7-1/4

25

6

5-1/2

5-1/2

Supporting Truss

2

--

26-1/4

THGBH3 5-1/8 7-1/4

6

5-1/8

26-1/4

19

25

30-1/4 6

4

Bolt

Dia.2

(in)

6

6

22-1/4

8

Dimensions (in)

3-7/16

3-7/16

6

6

19--

2 ply

6

3-7/16

7

6

6

3-7/16

3-7/16

3-7/16

-- 3-7/16

19

7-1/4

7-1/4

7-1/4

SupportedMember

MiTekStock No.

12

4 12

6 12

2 12

3 12

3/4

1

3/4

3/4

3 12

3 121

3/44

1

12

6 12

8 12

8 12

6

6

6

1

1

8

3/4

1

12

12

16d

16d

16d

16d

3/4

1

3/4

1

3/4

3/4

12

12

12

12

12

12

12

12


16d

16d

16d

16d

16d

16d

16d

16d

16d

16d

16d

16d

16d

3/4

4

4

3/4

1

3/4

16d

16d

16d

16d

1 Ply 100%

2 Ply 100%

3 Ply 100%

Uplift

115%11 Ply 100%

2 Ply 100%

3 Ply 100%

Uplift

115%1


Supporting Member

Supporting Member

GT top view

GT2T4B

Plated Truss

9-1/4"

H

D

W1W

L

GT Load Table


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GT / GTD / GTS Girder Truss Hangers

W25 L H Qty Qty Type Qty Type Unit

Lbs 2880 4230 5575 3340 2265 3320 4375 2620

kN 12.81 18.82 24.80 14.86 10.08 14.77 19.46 11.65

Lbs 5785 9720 13650 3340 4540 7630 10715 2620

kN 25.73 43.24 60.72 14.86 20.19 33.94 47.66 11.65

Lbs 4180 6250 8320 -- 3285 4910 6530 --

kN 18.59 27.80 37.01 -- 14.61 21.84 29.05 --

Lbs 5785 9720 13650 -- 4540 7630 10715 --

kN 25.73 43.24 60.72 -- 20.19 33.94 47.66 --

Lbs 4180 6250 8320 -- 3285 4910 6530 --

kN 18.59 27.80 37.01 -- 14.61 21.84 29.05 --

Lbs 2880 6795 6795 -- 2265 5335 5335 --

kN 12.81 30.23 30.23 -- 10.08 23.73 23.73 --

Lbs 4180 6250 8320 -- 3285 4910 6530 --

kN 18.59 27.80 37.01 -- 14.61 21.84 29.05 --

Lbs 4180 6250 8320 -- 3285 4910 6530 --

kN 18.59 27.80 37.01 -- 14.61 21.84 29.05 --

1) Factored resistance for GTS and GTD is the total of hip and jack connection. 2) Factored uplift resistance has been increased 15% for short-term loads such as wind and earthquake; no further increase allowed. 3) Bolts shall conform to ASTM A 307 or better. 4) GT Series require 2 x 6 vertical member for 2, 3, and 4 bolt hangers and 2 x 8 for 6 and 8 bolt hangers. 5) All side pocket applications assume 45° angle. 6) Must specify right or left for all GTS and GT skewed. 7) NAILS: 10d x 1-1/2 nails are 0.148" dia. x 1-1/2" long, 16d nails are 0.162" dia. x 3-1/2" long. New products or updated product information are designated in blue font.

10d x 1-1/2-- 1-5/8 6 19 2 3/4 4 10d x 1-1/2 4

DF


1 Ply 100%

2 Ply 100%

3 Ply 100%

Uplift

115%21 Ply 100%

2 Ply 100%

3 Ply 100%

Uplift

115%2

S-P-F


Supporting Member

Supporting Member

SupportedMember

MiTek

Stock No.6


Supporting Truss

SupportedTruss

SupportedHip

Dimensions (in)

Bolt

Dia.3

(in)

3

6

7-1/4

9-1/4

19

19

22

10d x 1-1/2

10d x 1-1/2

4

3

5

4

4

3/4

5

4

3

--16d

16d

3/4 12

9-1/4

9-1/4 22

22

19

1-5/8

3-7/16

1-5/8

22

1-5/8

3-7/16 8

6

2 ply terminal hip

--

--

GTD1T1H3B

GTD1T2H3B

1 ply terminal hip

1 plyhip & jack

--

--

--

2 ply hip & 1 ply jack

*GTS1T1H3BSKL/R

*GTS1T1H4BSKL/R

*GTS1T2H3BSKL/R

1 ply terminal hip

GTD1T1H2B

2 plyskewed 45°

*GT2T2BSKL/R

*GT2T4BSKL/R

--

--

-- 12 --

--

Ref.No.

10d x 1-1/2

10d x 1-1/2

3/4

3/4 10d x 1-1/24 4

4

10d x 1-1/23/4 4 4

10d x 1-1/2

--

--

10d x 1-1/2

10d x 1-1/2

3/4

3/4

4 4

4

10d x 1-1/2

Plated Truss

GTS top view (left shown)

GTS1T2H3BSKL (left shown)

GTD top view

GTD1T1H3BGT skewed

45°W2

1-5/8"1-5/8" W2

3-7/16" 1-5/8"1-5/8"

W2 W25-1/2" 5-1/2"

4-1/2"

45°45°

L

H

L

H

L

H

9-1/4"

GTD / GTS Load Table

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Filler Blocking

Alternate Installations

Backer block installation

Wood blocking used to achieve full design load value of a face mount hanger attached to a carrying member. (Blocking to be designed by truss designer or engineer of record).

• Wood blocking should be of similar size/grade as the truss member to which it is attached. The blocking should be designed to act as one unit with truss members.

• Truss designer shall approve blocking size/grade, fasteners required, and application.

• All fasteners used to attach wood blocking should be independent of the fasteners in the truss hanger.

Panel joint installation

Connection with face mount hanger attaching to a truss panel joint.

• Hanger nails that do not penetrate wood at panel joint provide no load resistance; reduce listed factored resistance accordingly.

Filler block installation

Wood filler blocking used for supported member of width less than hanger width. (Blocking and blocking fasteners/quantity to be designed by truss designer or engineer of record).

• Wood blocking should be of similar or better grade as the truss member to which it is attached. The blocking should be designed to act as one unit with truss member.

Plated Truss

JUS26 page 107

THDH28-2 page 205

THDH26-2 page 205

GT4T6BH page 219

Filler blocking

Backer block

222

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Copyright © 2018 M


Truss Brace & Spacer (Stabilizer™)

The Stabilizer™ Truss Brace & Spacer provides temporary construction bracing in the roof and ceiling planes, as well as permanent lateral bracing for webs as specified by your truss engineering.

The Stabilizer™ is easily installed by embedding the patented MII 20 teeth on the top flange straight into the edge of the truss member to be braced with a framing hammer. The side tabs are then secured by driving the teeth into the face of the truss member being braced.


Installation:• Use 31-16 for standard 16" o.c. spacing and 31-24 for

standard 24" o.c. spacing. For odd spacing, cut and insert a solid block between the trusses.

• Typically, The Stabilizer™ is installed at 6'– 8' centers along the roof plane and 10'– 15' along the ceiling plane. (Refer to engineering specifications BCSI 1-03, published by The Truss Plate Institute for specific bracing requirements.)

• The Stabilizer™ must be supplemented with diagonal bracing in the roof and ceiling planes and cross bracing in the web plane at required intervals.

• Web forces are not to exceed 8000 lbs.• The Stabilizer™ is properly installed when the top flap

and side tabs are flush with the member being braced.

Important: The erection contractor is responsible for determining and installing the temporary bracing for the structure, including the trusses. It is most important for the installer to provide adequate means for bracing the first truss installed. The performance of the entire bracing system depends on the adequacy of the ground bracing or other means of bracing the first group of trusses installed. The building designer is responsible for the permanent bracing design of the overall structure including the truss. This includes the design of required supplemental diagonal and cross bracing.

Ref. No. Tension Compression 31-16 TSBR2-16 20 16 152 222 608 31-24 TSBR2-24 20 24 152 222 608

1) 1 pound = 4.448N. 2) Fastener shall be (1) 8d or 10d common wire nail inserted through nail slot. 3) NAILS: 8d nails are 0.131" dia. x 2-1/2" long, 10d nails are 0.148" dia. x 3" long.

Factored Axial Loads (Lbs.)

Tensionwith Fastener

O.C.Spacing

(in)MiTek

Stock No.Steel

Gauge

Plated Truss

Temporary constructionbracing installation

Side view

1-3/8" Flap

Hammer here

Hammer here

1"

Chordattachment detail

Web bracinginstallation

31-24 Stabilizer™

Top view

End view

24 o.c.

Odd spacing

25-1/4"

22-1/2"

73.19°1-3/8"

1-1/2"

Tab

Standard MII 20 punch

1-3/8"

1-1/2"

1"7/8"

1/4"

1-3/8"

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TS / TSX Truss Spacers

Truss spacers give framers fast and accurate spacing for trusses, rafters, or floor joists. The TS and TSX eliminate the need to mark layouts on bearing plates, improve installation speed, and help eliminate spacing errors. These spacers are light weight and compact.


Installation:• Use (1) 8d nail per end to fasten units to

trusses, rafters, or floor joists.

Use the SBP instead of extra truss plies or nail-on scabs to distribute concentrated truss reactions and avoid top plate crushing. The two-piece design accommodates any number of girder plys. A wraparound design gives superior uplift resistance, and reinforcement ribs effectively distribute bearing loads. Works with both single and double 2x4 or 2x6 top plates.

Materials: 16 gaugeFinish: G90 galvanizingCodes: Factored resistances are derived from data submitted to various North American building code evaluators and are in

accordance with CSA 086-09.

Installation:• Use all specified fasteners. See Product Notes, page 19.• The SBP shall be installed in pairs.

SBP one tab up

Important: These units provide spacing guides only. Do not rely on the TS or TSX for bracing.

Ref. No. TS -- 20 24 2' 1-1/2" 1 TSX16 TSF2-16 22 16 8' 6 TSX24 TSF2-24 22 24 10' 5

1) TSX spacers are shipped folded.

1-1/2

Joist Width

SectionsPer Piece

MiTek

Stock No.1Steel

GaugeO. C.

SpacingOverallLength

SBP Supplementary Bearing Plates

Plated Truss

Typical TSX installation TS single-unit spacer

TSX multi-unit spacer

SBP

3-1/4"

W2"

1"

2"

1"

3-1/4"

W


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SBP Supplementary Bearing Plates

SBP's Alone SBP's Alone

100% 100% EBL (in) 100% 100% EBL (mm)

1 5035 9300 7.63 22.40 41.37 193.882 5035 13565 5.57 22.40 60.33 141.393 5035 17825 4.88 22.40 79.30 123.894 5035 22090 4.53 22.40 98.27 115.141 3575 6805 7.38 15.90 30.26 187.342 3575 10030 5.44 15.90 44.63 138.123 3575 13260 4.79 15.90 58.99 121.714 3575 16490 4.47 15.90 73.35 113.511 3930 6730 8.41 17.48 29.95 213.592 3930 9535 5.95 17.48 42.41 151.243 3930 12335 5.14 17.48 54.88 130.464 3930 15140 4.73 17.48 67.34 120.07

1 7315 14015 11.50 32.54 62.35 292.212 7315 20715 8.50 32.54 92.15 215.963 7315 27415 7.50 32.54 121.96 190.544 7315 34115 7.00 32.54 151.77 177.831 5195 10270 11.13 23.11 45.68 282.752 5195 15340 8.31 23.11 68.24 211.233 5195 20415 7.38 23.11 90.81 187.384 5195 25490 6.91 23.11 113.38 175.461 5705 10110 12.63 25.38 44.97 320.702 5705 14510 9.06 25.38 64.55 230.203 5705 18915 7.88 25.38 84.14 200.034 5705 23320 7.28 25.38 103.73 184.95

1) Factored resistance is for a pair of SBP devices. 2) Multiple ply trusses shall be fastened together to act as a single unit. 3) EBL denotes effective bearing length and includes the actual bearing length plus the contribution of the SBP device. 4) Assumes full seating of truss on top plate.

SBP + Truss Bearing

SBP4 on 2x4 / 2x6 Top Plate and Alternate Installation

SBP6 on 2x6 / 2x8 Top Plate and Alternate Installation

Factored Resistance (kN)

SBP + Truss Bearing

Factored Resistance (Lbs)

WoodSpecies

No. ofTrussPlies

fcp

(psi)

DF

S-P-F

Hem Fir

1015

769

667

769

667

S-P-F

Hem Fir

DF 1015

Type Qty Type Application2-7/8 or less 10dx1-1/2

3 or more 10d2-7/8 or less 10dx1-1/2





3 or more 10d

1) Factored resistances have been increased 15% for short-term loads such as wind and earthquake; no further increase is allowed. For standard term loads divide the values by 1.15. 2) Fastener schedule is for a pair of SBP devices. 3) Factored resistances are for a pair of SBP devices, 4) Multiple ply trusses shall be fastened together to act as a single unit. 5) Where truss sits on a single top plate, 10d x 1-1/2 nails may be used on the top side of the top plate. 6) NAILS: 10d x 1-1/2 nails are 0.148" dia. x 1-1/2" long, 10d nails are 0.148" dia. x 3" long. New products or updated product information are designated in blue font.

DF (kN) S-P-F (kN)

9.68

S-P-F (Lbs)

12.8110.83 20451730

Uplift115%1

F1115%1

F2115%1

12.816.38 2045805 8.743.58

6.38

MiTekStock No.

4 8

DF (Lbs)

13.63

Truss/JoistThickness

(in)


TrussFactored Resistance3

9.10 9.687.70

Uplift115%1

F1115%1

F2115%1

20

Plate

Uplift115%1

F1115%1

F2115%1

Uplift115%1

F1115%1

F2115%1

TBE4 3-1/2 8 4

W(in)

10d

Top5

QtySidesQty

Ref. No.

SBP6 TBE6 5-1/2

4 4

StandardInstallation

StandardInstallation

30652435

10d 2880 30652435

10dOne Tab Up

(2x6 Top Plate)2880 22301435

8 4 10d

4 4

SBP4

3.58One Tab Up (Alternate)

6.38 5.00

7.7012.8110.83

3.588.36

805 4.98

8.743.58

One Tab Up (Alternate)

17302880

1880 13151435

2045

5.85

One Tab Up(2x8 Top Plate)

1120

5.00

1880 13151435 8.36

4 8 10d

2175

1965

1125

2175

1965

1125

6.38 2045805

28

112020

28

28

805

10d

20

9.102880 22301435 12.81

9.92

5.85

13.63

9.92

4.98

9.10

9.10

Typical SBP6 one tab up on a 2x8 top plate installation

(SBP4 similar)

Typical SBP one tab up alternate installation

Plated Truss

Typical SBP installation

F2

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F1

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FTC / FTCF Floor Truss Clips

FTC clips slide easily onto the top or bottom chord and provides a guide to help position and support the second truss during assembly.

FTCF clips easily install after the trusses are installed.

Materials: 18 gaugeFinish: G90 galvanizingCodes: Factored resistances are derived from data submitted to various North American building code evaluators.

Installation:• Use all specified fasteners. See Product Notes, page 19.• The truss designer must determine the number of clips required

and the spacing between clips based on loading conditions.

Concentrated Load Condition: (Side-loaded onto a 2-ply truss):• The FTC clips shall be installed in pairs, or multiples of two, on

either side of, and within 12" of a concentrated load.• Divide half of the concentrated load by the clip capacity to

determine the number of clips required.

Example:Concentrated (point) load = 3000 lbs, FTC1 capacity (SPF) = 1080 lbs

= 1.4 = 2 clips Install two FTC1 clips, one on each side of, and within 12" of concentrated load.

Uniform Load condition (side-loaded onto a 2-ply truss):• To transfer uniform loads to the second ply, the FTC clips shall

be installed at a regular interval along the loaded chord. Spacing between clips is limited to 24" maximum.

• Divide the clip capacity by half the required load per lineal foot (PLF) to determine the spacing between clips.

Example:Uniform distributed load = 500 PLF. FTC1 capacity (SPF) = 1080 lbs

= 4.32' spacing

Space clips at 24" (MAX) along the loaded chord.

1⁄2 (3000 lbs)1080 lbs

1080 lbs 1⁄2 (500) PLF

FTC

Typical FTC installationTypical FTC

2-ply metal web truss installation

Typical FTC2F retrofit installation

Ref. No. W1 W2 H Qty Type Unit 100% 100%Lbs 980 850kN 4.36 3.78Lbs 1245 1080kN 5.54 4.80Lbs 1245 1080kN 5.54 4.80Lbs 1245 1080kN 5.54 4.80Lbs 1245 1080kN 5.54 4.80

1) Factored transfer resistances are for 100% floor load, and shall not be increased for short term load duration. 2) Truss designer shall determine the number of clips for concentrated loads and the spacing for uniform loads. 3) NAILS: 10d x 1-1/2 nails are 0.148" dia. x 1-1/2" long, 10d nails are 0.148" dia. x 3" long.

(2) 4 x 2

FTC32

FTC1

FTC1F

FTC2

FTC2F

MiTekStock No.

SteelGauge

Truss Size

3 x 2

4 x 2

--

--

--

--

--

18

18

18

18

18

10 10d

10 10d

DF FactoredMaximum Transfer

Resistance1,2

10 10d x 1-1/2

10 10d x 1-1/2

10 10d x 1-1/2

Fastener Schedule3S-P-F Factored

Maximum Transfer

Resistance1,2

2-1/2 1-1/2

1-1/2

2-1/16

3-1/163-1/2

Dimensions (in)

-- -- --

-- -- --

3-1/2 3-1/16 3

Step 1 Step 2

Plated Truss

4-3/8"

W2

W1

1-1/8"2"

H

FTC_F

FTC1F= 6-1/16"FTC2F=7-5/8"

4-3/8"

3-1/16"2-1/16"

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VTT Valley Truss Tie

Plated Truss

W H Qty Type Qty Type Lbs kN Lbs kN Lbs kN Lbs kN< 4/12 995 4.43 235 1.05 870 3.87 180 0.80

4/12 to < 8/12 995 4.43 290 1.29 870 3.87 225 1.008/12 to 12/12 995 4.43 335 1.49 870 3.87 265 1.18

1) Factored uplift resistances have been increased 15% for short-term loads such as wind and earthquake; no further increase is allowed. 2) Factored resistances are based on installation over 7/16" or 15/32" sheathing. 3) NAILS: 10d x 1-1/2 nails are 0.148" dia. x 1-1/2" long, 10d nails are 0.148" dia. x 3" long. New products or updated product information are designated in blue font.

Fastener Schedule3

MiTekStock No. Ga.

SupportingFraming

Valley Truss

Ref. No.

Dimensions(in)

10d x 1-1/2

Uplift 115%1

VTT VTCR 18 2-3/4 3-1/4 3 10d 3

SupportingRoof Pitch

Download100%

Download100%

Uplift 115%1



Typical VTT side view installation

Typical VTT front view installation

Valley Truss

Lower roof sheathing

Valley Truss

The VTT is a Valley Truss Tie designed to transfer loads from a valley truss into the supporting structure below. It also resists the sliding forces from downward loads when the valley truss is set upon a sloped lower roof. The ability to resist the sliding force eliminates the need for support wedges under the valley truss bottom chord or special order valley roof trusses with a bevel-cut bottom chord.

• Double-dimple nail holes assure the nails are driven in at the correct angle into the supporting member every time.

• Flat design requires no field bending to match the supporting roof pitch.• 2-Ply steel with stiffening ribs provides a high resistance to sliding forces

from downward loads.• Prong teeth help hold the VTT in place while nailing.• Accommodates supporting roof pitches from 0/12 to 12/12.• Pitch guide embossments allow attachment to valley truss on ground.


Installation:• Mark the location of the supporting truss located below the lower

roof sheathing.• Place the VTT flat against the valley truss, centered over the top chord

of the truss below. Tap the top edge down with a hammer to engage the prong teeth.

• Nail the VTT to the bottom chord of the valley truss using (3) 10d x 1-1/2" nails.

• Install (3) 10d common nails through the double-dimples and drive them through the sheathing into the top chord of the supporting truss below. One nail will be centered in the top chord below. The other two nails are driven in at preset angles guided by the dimple holes.

Alternate Installation for Ground/Pre-Placement of VTT• Mark the location of the supporting truss located below the lower

roof sheathing. Center VTT horizontally on that mark.• Use pitch guide embossments on part to locate the vertical position of

VTT. Pitch numbers on connector are the numerator in the pitch slope ratio. (i.e. “6” indicates a 6/12 pitch, “12” indicates a 12/12 pitch, etc.)

• Secure the VTT to valley truss with (3) 10d x 1-1/2" nails.• When valley truss is hoisted into proper position on roof, install

(3) 10d common nails through the double-dimples and drive them through the sheathing into the top chord of the supporting truss below. One nail will be centered in the top chord below. The other two nails are driven in at a preset angles guided by the dimple holes.

VTT Front View VTT Back ViewProng Teeth

Double-Dimple Nail Holes

(patent pending)

Pitch guide embossments3-1/4"

Typical VTT installation

VTT

Lower roof sheathing

Supporting truss

Valley Truss

VTT

Supporting Truss

VTT

Supporting truss

Alternate Installation for Ground /

Pre-Placement installation

Use pitch guide on part to locate vertical position

of VTT

Mark valley truss at supporting truss framing member location and center VTT horizontally on

that mark. Secure with (3) 10d x 1-1/2"

nails

(3) 10d nails fastened to the

supporting framing

2-3/4"

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STC Truss Clips

The STC provides uplift resistance by securing trusses to top plates. Slotted nail holes allow for horizontal movement up to 1-1/4" as scissor trusses deflect.


Installation:• Use all specified fasteners. See Product Notes, page 19.• When installing, do not fully set nails.• Locate nails into the center of slots to allow for horizontal movement.

Ref. No. W1 W2 Type UnitLbs 725 1100 635 850kN 3.22 4.89 2.82 3.78Lbs 725 1100 635 850kN 3.22 4.89 2.82 3.78Lbs 725 1100 635 850kN 3.22 4.89 2.82 3.78

1) Factored resistances have been increased 15% for short-term loads such as wind and earthquake; reduce for other load durations in accordance with the code. 2) NAILS: 10d x 1-1/2 nails are 0.148" dia. x 1-1/2" long. New products or updated product information are designated in blue font.


6 10d x 1-1/2

Uplift

115%1

F1

115%1

Uplift

115%1

F1

115%1

6 10d x 1-1/22 x 4

5 6 10d x 1-1/2

2 x 6

2 x 8

12

12

5

5

3-9/16 1-5/8

5-1/2 1-5/8

7-1/4 1-5/8

12

STC26

STC28

TC24

TC26

TC28

STC24

Top PlateSize

MiTekStock No.

SteelGauge


TrussQty

PlateQty

Slotted design allows truss to deflect without imposing load on wall below.


Installation:• Use all specified fasteners. See Product Notes, page 19.• Do not fully set nails.• Locate nails into the center of slots.• Due to the potential for squeaks, the TR series products

are not recommended for floor applications.

TR Roof Truss Ties

Truss Plate

Description Ref. No. Qty Qty Type UnitLbs 105 60 45 45 -- -- 90 50 35 35 -- --kN 0.47 0.27 0.20 0.20 -- -- 0.40 0.22 0.16 0.16 -- --Lbs 375 -- 205 -- 125 -- 320 -- 175 -- 110 --kN 1.67 -- 0.91 -- 0.56 -- 1.42 -- 0.78 -- 0.49 --Lbs 155 260 105 170 -- -- 130 220 90 140 -- --kN 0.69 1.16 0.47 0.76 -- -- 0.58 0.98 0.40 0.62 -- --

1) Factored resistances have been increased for short-term loading; no further increase is allowed. 2) Truss must be bearing on top plate to achieve the factored resistances under "Without Gap". 3) Installed with maximum 1/4" space between rafter or truss and top plate under "With 1/4" Gap". Space is not limited to 1/4", where resistances are not required. 4) Installed with maximum 1/2" space between rafter or truss and top plate under "With 1/2" Gap". Space is not limited to 1/2", where resistances are not required. 5) To achieve F1 loads in both directions, clips must be installed on both sides of the trussand staggered to avoid nail interference. 6) NAILS: 8d nails are 0.131" dia. x 2-1/2" long.

F2115%

F2115%


Without Gap2 With 1/4" Gap3With 1/4" Gap3 With 1/2" Gap4 With 1/2" Gap4

F15

115%F15

115%F15

115%F15

115%F15

115%F2

115%

Without Gap2

F15

115%F2

115%

FastenerSchedule6

F2115%

F2115%

8d

TR2 DTC 18 8d

8d

MiTekStock No.

SteelGauge

Double slot 2 4

TR1 STC 18 1

2 TR1T STCT 16 1 Single slot

2

Plated Truss

STCTypical STC installation

F1

1-1/4" slots

W2

W1

TR1T

Typical TR2 installation

TR2

TR1

2-3/4"

1-1/4"

1-1/4"

2"

2-1/2"

2-11/16"

1-7/8"

4-1/4"

1-3/4

F2

F2

F1(see

footnote #5)

228

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Copyright © 2018 M


HTC Heavy Truss Deflection Clip

Slotted design allows truss to deflect without imposing load on wall below.


Installation:• Use all specified fasteners. See Product Notes, page 19.• Do not fully set nails.

Ref. No. Qty Type UnitLbs 265 545 55 305 230 470 45 260kN 1.18 2.42 0.24 1.36 1.02 2.09 0.20 1.16

1) Factored resistances have been increased 15% for short-term loads such as wind and earthquake; reduce for other load durations in accordance with the code. 2) Truss/Rafter must be bearing on top plate to achieve the allowable loads under "Without Gap". 3) When installed with maximum 1-1/4" space between truss/rafter and top plate, use loads under "With 1-1/4" Gap". 4) To achieve F1 loads in both directions, clips must be installed on both sides of the truss and staggered to avoid nail interference. 5) NAILS: 10d x 1-1/2 nails are 0.148" dia. x 1-1/2" long. New products or updated product information are designated in blue font.

3 10d x 1-1/2

F1

115%4F2

115%

HTC4 HTC4 16 2 4

MiTekStock No.

SteelGauge

Without Gap2 With 1-1/4" Gap3Without Gap2 With 1-1/4" Gap3

DF


S-P-F

Factored Resistance1Fastener Schedule5

Truss/Rafter

Plate

TopQty

SideQty

F1

115%4F2

115%

F1

115%4F2

115%

F1

115%4F2

115%

HTC4

ZC2 ZC4

Typical HTC4 installation

Typical ZC installation

ZC clips secure blocking between joists or trusses which provides support for drywall or sheathing.



ZC Blocking Supports

Ref. No. W H D Qty Type Qty Type UnitLbs 670 475

kN 2.98 2.11

Lbs 460 385

kN 2.05 1.71

Lbs

kN

Lbs

kN

1) Factored resistance shall not be increased for other load duration factors. 2) NAILS: 10d x 1-1/2 nails are 0.148" dia. x 1-1/2" long.

----



Vertical100%

Vertical100%

-- --10d x 1-1/2 10d x 1-1/2

2 10d x 1-1/2 2 10d x 1-1/2

10d x 1-1/2 1 10d x 1-1/22

10d x 1-1/210d x 1-1/2

ZC2

ZC4

ZC24

ZC34

Z2

Z4

Z28

Z38

1-9/16

3-9/16

1-9/16

2-9/16

1-1/2

1-3/8

1-3/8

1-5/1628

2-1/4

1-1/2

2-9/32

2-9/32

20

12

28

MiTekStock No.

Dimensions (in)

Header Blocking

Fastener Schedule2

SteelGauge

Plated Truss

1-15/16"

3-1/4"

1"3-1/2"

D

W

H

(see footnote #4)

F2

F2

F1

D

W

H

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Deck collapses are often caused by failure of the connection where the deck is attached to the main structure due to little or no lateral capacity. ADTT-TZ is an Adjustable Deck Tension Tie designed to effectively transfer the out of plane lateral loads of the deck to the house structure.

Features: • Adjustable design allows lag screw installation at variable distance

below deck joist. • 2-hole break-out washer (BO-W) will work with multiple screw sizes.• Blocking extensions not required.

Materials: 14 gau ge


Installation: • Install with WS8-EXT wood screw or 3/8" HDG lag screw. WS8-EXT

or 3/8" HDG lag screws may be installed adjacent or up to 4-3/8" below deck joist (see Figure A).

• Drive screw horizontally and aligned vertically with the deck joist into the wall top plate of the main (house) structure.

• Install four (4) of the specified joist fasteners into vertical legs. (Two (2) on each side of deck joist).

• Secure front brace with six (6) specified joist fasteners.• Re-tighten the WS8-EXT or 3/8" HDG lag screw as needed to

fully engage with the ADTT-TZ. DO NOT OVERDRIVE. Note: Minimum 3" thread penetration required for proper installation of WS8-EXT or lag screw.

• For detailed installation instructions refer to www.MiTek.ca.

Ref. No. W L D CL Qty Type2,3,4 Qty Type5,7 100% 115%1 100% 115%1 100% 115%1 100% 115%1

1 3/8" HDG Lag Screw 1285 1285 5.72 5.72 1090 4.851 WS8-EXT 1305 1305 5.80 5.80 1105 4.921 3/8" HDG Lag Screw 1285 1285 5.72 5.72 1090 4.851 WS8-EXT 1305 1305 5.80 5.80 1105 4.92

ADTT-TZKT5 DTT1Z-KT 14 1-9/16 10-1/2 15/16 3/8 1 WS8-EXT 10 LL915 1305 1305 5.80 5.80 1085 1105 4.83 4.92

1) Factored resistances have been increased 15% for short-term loads such as wind and earthquake; no further increase allowed. 2) WS8-EXT Wood Screw is 1/4" dia. x 8" long double barrier coated screw and must be ordered seperately. 3) 3/8" HDG Lag is an ASTM A307 Grade A lag screw with a thread diameter of 3/8-inch and is hot-dip galvanized to ASTM A153 standards. Lag screws are available at your local hardware store and must be purchased seperately. 4) Check with your siding manufacturer for recommendations for fastening through your siding material. 5) LL915 denotes a LumberLok Screw, #9 x 1-3/8" long and must be ordered seperately if not purchasing the kit. 6) ADTT-TZKT is a kit with (4) ADTT-TZ packaged with WS8-EXT screws and LL915 LumberLok screws. 7) NAILS: 10d x 1-1/2 nails are 0.148" dia. x 1-1/2" long. New products or updated product information are designated in blue font.

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10d x 1-1/215/16 3/8

10 LL915

kN

10 1085 4.83

1085 4.83 ADTT-TZ DTT1Z 14 1-9/16 10-1/2

MiTekStock No.

LbsLbs kNSteelGauge

Fastener Schedule

Wall Joist

Dimensions (in)DF


Factored Resistance

Ledger Deck joist

Figure A

ADTT-TZ

4-3/8" Adjustability

Interior Framing

WS8-EXT or 3/8" HDG Lag screw

Wall Top Plate

Min 3"

ADTT-TZ Adjustable Deck Tension Tie




Deck & Fences

Typical ADTT-TZ full extension installation

Typical ADTT-TZ flush installation

Front Brace

Vertical legs

ADTT-TZ ready for installation

ADTT-TZ out of box

L

Front Brace

Vertical legs

Hole for aligned BO-W and WS8-EXT

or HDG lag screw installation

2-hole break-out washer(BO-W)

W

D

CL

Washer detail

230

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Deck Tie Back reinforces the connection of rail posts to a deck. Also provides lateral strength of deck-to-ledger attachment by securing deck to house framing.

Materials: 14 gau geFinish: G-185 galvanizingOptions: See chart for Corrosion Finish OptionsCodes: Load values are derived from data submitted to various North American building code evaluators.

Installation:• Use all specified fasteners. See Product Notes, page 19. • Install with MiTek’s THR 1/2" threaded rod or equivalent.• Drive WS15-EXT wood screws into joist. • Re-install threaded rod or anchor bolt. Secure with washer and nut. • Tighten anchor bolt nuts finger tight to base plus 1⁄3 to 1⁄2

additional turns with wrench.

DTB Deck Tie Back

Deck & Fences

CL

Ref. No. (in) Qty 100% 115%1 100% 115%1 100% 115%1 100% 115%1

DTB-TZ DTT2Z, FSC

14 1/2 1-1/8 8 WS15-EXT 2640 2640 11.74 11.74 2220 2220 9.88 9.88


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Stock No.Wood

Screws


LbsLbs

Fastener Schedule2

kNSteelGauge








DTB-TZTypical DTB-TZ Deck to ledger

installation

Typical DTB-TZrail post installation

6"

1-13/16"

CL

2-1/4"

The CSH-TZ concealed stringer hanger provides a method of connecting a stair stringer with a hidden hanger. The seat of the hanger is adjustable to match the slope of the stair stringer.

The reversible design allows the connector to be used on the left, right, or interior stringers. The CSH-TZ may be used with MiTek’s SCA Stair Angles for a complete, easy-to-use stair framing solution.


Installation:• Use all specified fasteners. See Product Notes, page 19. • Bend angle only once.

Steps:1. Attach CSH-TZ to header with tabs positioned towards the inside of the stringer member. 2. Adjust the seat of the CSH-TZ to match the slope of the stringer member. Diamond shaped holes

in the connector allow temporary installation of wood screws to aid in installation of the CSH-TZ.3. Install 10d x 1-1/2" HDG nails into the stringer and rim/band joist.

CSH Concealed Stringer Hanger


Ref. No. Qty Type Type 100% 115% 100% 115% 100% 115% 100% 115% CSH-TZ LSCZ 18 8 10d x 1-1/2 HDG 4 1 10d x 1-1/2 HDG 1455 545 6.47 2.42 1030 385 4.58 1.71


Fastener Schedule2

kN


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WideFace Qty

NarrowFace Qty

MiTekStock No.

SteelGauge

Lbs LbsRim/Band Joist Stringer

Typical CSH-TZinstallation

CSH-TZ

Adjustable 5"

5"

1-7/16"

1-1/2"

231

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SCA9-TZ


SCA Stair Angles

Deck & Fences

Stair angles simplify stair construction. There is no need to calculate and notch stair stringers. Stronger and safer than wood blocking, and the angle and fasteners are hidden from view.


Installation:• Use all specified fasteners. See Product Notes, page 19.• WS15-EXT (1/4" dia x 1-1/2" long) wood screws are not

supplied with SCA angles.• Use the SCA9-TZ for single 2x10 stair treads. Use the

SCA10-TZ for double 2 x 6 stair treads. • To calculate stair construction do the following:

1. Find the number of steps needed by taking the vertical drop from the deck surface to grade. Divide by 7. Round off to the nearest whole number. (Ex: Vertical drop of 39" divided by 7 equals 5.57" rounded off is 6")

2. Find the step rise by dividing the vertical drop by the number of steps (39" divided by 6 = 6.5")

3. Find the step run by measuring the depth of your tread board (Ex: (2) 2x6s have a run of 11-1⁄4")

4. Find the stairway span by multiplying the run by the number of treads minus one (Ex: 11-1⁄4" x 5 = 56-1⁄4")

• Using the above calculations, mark stair angle locations on each stringer. Attach a stair angle to the inside of each stringer at the marked locations. Attach stringers to deck rim joist and railing posts. Position treadboards on angles and fasten from below.

Ref. No. w L Qty Type Lbs kN Lbs kN

SCA9-TZ TA9Z 12 1-3/8 9 6 WS15-EXT 1925 8.56 1365 6.07

SCA10-TZ TA10Z 12 1-3/8 10 8 WS15-EXT 1925 8.56 1365 6.07

1) Loads assume rise over run of 7/11. 2) WS15-EXT Wood Screws are 1/4" dia. x 1-1/2" long and are not included with SCA angles. 3) HDG lag screws may be substituted for specified WS15-EXT screws with no load reduction.

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Stock No.Steel

Gauge

Down 100%1 Down 100%1



Fastener

Schedule2,3Dimensions

(in)




L 1-3/8"

1-3/8"

232

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DC Deck Clip

Deck & Fences

Connects deck boards to joists without face nails or screws. Eliminates rust stains on decks, as well as splintering or wood rot caused by screw or nail “craters”. The DC50-TZ works like tongue-in-groove flooring and is easy to install. Raised dimples on the clip provide consistent spacing between deck boards.


Installation:• Use all specified fasteners. See Product Notes, page 19.• Fits 1-1/8" or thicker decking. • Fasten the first deck board onto the joists by toenailing up through the

joist below into the deck board. Be sure no sharp points protrude above the deck surface. For subsequent deck board rows, nail DC50-TZ's onto the deck board edge, positioned 2" from each joist. Slide the deck board along the joist until the DC50-TZ “lip” is under the previously laid deck board. Toenail the deck board’s exposed edge to the joist. Repeat until decking is completed. The last deck board will require toenailing up from below to secure the outside edge.

ML angles are multi-purpose angles that install easily with WS15 wood screws. The staggered fastener pattern allows for back-to-back installations.

Materials: 12 gau geFinish: G-185 galvanizing

Installation:• Use all specified fasteners. See Product Notes, page 19.• WS15 (1/4" dia. x 1-1/2" long) are not supplied with ML angles.

Ref. No. Qty Type DC50-TZ DBT1Z 20 1 8d x 1-1/2 HDG

1) Use with 1-1/8" or thicker wood decking. 2) NAILS: 8d x 1-1/2 nails are 0.131" dia. x 1-1/2" long.

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Stock No.Steel

Gauge

Fastener

Schedule1,2

ML Angles

Ref. No. W H Qty Type Qty Type Unit 100% 115% 100% 115%Lbs 1100 1265 780 900kN 4.89 5.63 3.47 4.00Lbs 1890 2175 1340 1545kN 8.41 9.68 5.96 6.87

1) Factored resistances have been increased 15% for short-term, duration loading; no further increase allowed. 2) WS15 Wood Screws are 1/4" diameter x 1-1/2" long and are not included with angles. 3) For exterior applications use WS15-EXT screws with the exterior coat finish.

6

3

4

WS15

WS15 4 WS15

4 WS15 3

ML26-TZ

ML24Z

ML26Z

12 2

12 2

ML24-TZ

MiTekStock No.

SteelGauge

Header Joist

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Typical DC50-TZ installation

DC50-TZ


(ML24-TZ similar)

ML26-TZ(ML24-TZ similar)

F1

H

WW







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PRT Pipe Rail Ties

Deck & Fences

PRT15-TZ – is for 1-5/8" vertical pipe posts (1-7/8" outside pipe diameter). Can be field bent 90° for outside corner installations.

PRT2-TZ / PRT2H-TZ – is for 2" vertical pipe posts (2-3/8" outside pipe diameter). Can be field bent 90° for outside corner installations.

PRTIC2-TZ – is for inside corner installations. For 2" vertical pipe posts (2-3/8" outside pipe diameter).


Installation:• Use all specified fasteners. See Product Notes, page 19.• PRT15-TZ, PRT2H-TZ and PRTIC2-TZ - 1/4" Self

Tapping Bolts are supplied with PRT models.• Install self tapping bolts with 3/8" socket in

pre-drilled holes.• PRT2-TZ fastens with (1) 1/4" carriage bolt and nut

(included) for tightening PRT2-TZ to pipe and (4) 1/4" HDG lag bolts for attaching tie to rail.

• Install 3 to 4 PRT's per pipe.• PRT15-TZ, PRT2-TZ and PRT2H-TZ may be bent

once to fit corner and angled conditions.

Ref. No. Qty Type Qty Type

PRT15-TZ PGT1.5Z-R 12 1 1/4" Self Tapping Bolt 4 1/4" HDG Lag Bolt

PRT2-TZ PGT2E 16 1 1/4" HDG Carriage Bolt 4 1/4" HDG Lag Bolt

PRT2H-TZ PGT2Z-R, PGT2A

12 1 1/4" Self Tapping Bolt 4 1/4" HDG Lag Bolt

PRTIC2-TZ PGTIC2Z-R 12 2 1/4" Self Tapping Bolt 4 1/4" HDG Lag Bolt

1) WS15-EXT wood screws can be substituted for specified HDG lag bolts. 2) Install self tapping bolts (included) with 3/8" socket in predrilled holes. 3) Install 3 to 4 PRT's per pipe. 4) PRT15, PRT2 and PRT2H Pipe Rail Ties may be bent once to fit corner and angled conditions.

MiTekStock No.

SteelGauge

Pipe Rail

Fastener Schedule1

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Typical PRT2H-TZinstallation

PRT15-TZ & PRT2-TZ similar

Typical PRTIC2-TZinstallation

PRTIC2-TZ

PRT2-TZ

PRT2H-TZ

2-3/8"

4-3/16"

2-1/2"

2"

1-9/16"

2-3/8"

4-11/16"

1-1/2"

2-1/2"

2-3/8"

6-3/8"

PRT15-TZ

1-1/2"2-9/16"

1-7/8"

6-7/16"Field bentapplication

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ERB / FB / FRB Fence Brackets

Deck & Fences

ERB24 – Designed to mount prefabricated fence sections and works with 2x4 horizontal section rails.

FB26 – Secures 2x6 rails to wood posts.

FRB24 – Secures continuous 2x4 rails to wood posts. Pre-punched holes allow installers to splice 2x4 rail ends within the bracket.



Notes, page 19.

Ref. No W H Qty Rail Qty Post Unit Down F1 Down F1 1 x 4 FB14-TZ -- 20 3/4 3-1/2 3 14 ga. x 3/4 HDG 2 8d x 1-1/2 HDG -- -- -- -- -- 2 x 3 FB23-TZ -- 20 1-9/16 2-3/8 3 8d x 1-1/2 HDG 4 8d x 1-1/2 HDG -- -- -- -- --

ERB24-TZ -- 18 1-1/2 3-9/16 4 8d x 1-1/2 HDG 3 8d HDG -- -- -- -- --

FRB24-TZ -- 18 1-9/16 3-9/16 2 10d x 1-1/2 HDG 4 10d HDG -- -- -- -- --Lbs 550 700 390 495kN 2.45 3.11 1.73 2.20Lbs 780 715 550 505kN 3.47 3.18 2.45 2.25

1) Factored resistances have been increased 15% for short-term loading such as wind and earthquake; no further increase is permitted. 2) NAILS: 8d x 1-1/2 nails are 0.131" dia. x 1-1/2" long, 8d nails are 0.131" dia. x 2-1/2" long, 10d x 1-1/2 nails are 0.148" dia. x 1-1/2" long, 10d nails are 0.148" dia. x 3" long, LL915 denotes a LumberLok Screw, #9 x 1-3/8" long. New products or updated product information are designated in blue font.

4 LL915

Fastener Schedule2

4 10d x 1-1/2 HDG 4 10d x 1-1/2 HDG

3 8d x 1-1/2 HDG20 1-9/16 3-3/8

4 LL915 2 x 6 FB26-TZ FB26 18 1-9/16 5

Rail Size

2 8d HDG -- --

MiTekStock No.

SteelGauge

Dimensions (in) DFFactored Resistance1


---- -- 2 x 4 FB24-TZ FB24Z, FBR24, FBR24Z

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FB24-TZ

FB26-TZ

FB14-TZ

Typical FB24-TZ installation

Typical FB26-TZinstallation

FB23-TZ

ERB24-TZ

FRB24-TZ

Typical ERB24-TZinstallation

Typical FRB24-TZinstallation

W

H

W 1-3/16"

1-9/16"

H

H

W H

3/4"

W

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F1

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These seamless caps keep water off post tops, protecting wood from moisture damage. The PCP’s plastic construction is corrosion-proof and paintable. Not available in rough or full lumber sizes.

Materials: Hi-impact plasticFinish: Gray

Installation:• Fasten cap to post top with (1) 8d HDG or 10d HDG nail.

PCP Plastic Post Caps

FPH Fence Rail Hanger

Deck & Fences

Typical FPH24-TZ installation

FPH24-TZ

The FPH24-TZ attaches 2x4 fence rails to wood posts. The Triple Zinc (G-185) galvanized finish offers superior corrosion resistance in outdoor applications and/or with treated wood.


Installation:• Use all specified fasteners. See Product Notes, page 19.• Fasteners need to be Hot-Dip Galvanized for outdoor applications

and for use with preservative treated wood.

Bearing Uplift1 Bearing Uplift1 Bearing Uplift1 Bearing Uplift1

Ref. No. Qty Type Qty Type 100% 115% 100% 115% 100% 115% 100% 115%3 8d x 1-1/2 HDG 3 8d x 1-1/2 HDG 410 545 1.82 2.42 350 465 1.56 2.073 10d x 1-1/2 HDG 3 10d x 1-1/2 HDG 485 560 2.16 2.49 420 485 1.87 2.16

1) Factored resistances have been increased 15% for short-term loads such as wind and earthquake; reduce for other load durations in accordance with the code. 2) NAILS: 8d x 1-1/2 nails are 0.131" dia. x 1-1/2" long, 10d x 1-1/2 nails are 0.148" dia. x 1-1/2" long.

2 x 4 FPH24-TZ -- 18

JoistSize

MiTekStock No.

SteelGauge Co

rros

ion

Fini

sh

Fastener Schedule2

kN


kNLbsLbsHeader Joist

Dimension (in)

Ref. No. W Color 4 x 4 PCP44 DPPC4BK 3-5/8 Gray 6 x 6 PCP66 DPPC6BK 5-5/8 Gray

1) Not available in rough or full lumber sizes.

Post/Column

Size1MiTek

Stock No.PCP66Typical PCP44

installation

W W




3"

1-15/16"

1-9/16"

Bearing

Uplift

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SFP / SMP Fence Post Connectors

Deck & Fences

Typical SMPinstallation

BD Bolt Down

Take the work out of fence post installation and repair with the Speedpost, SFP30, and Speedmender, SMP. The Speedpost is used to install 4x4 fence posts without digging post holes or pouring concrete. The Speedmender plates act as reinforcement brackets for rotted or damaged 4x4 fence posts.

SFP30 – For 6' nominally-sized 4x4 fence posts.

SMP – For nominally-sized 4x4 posts.

Materials: 13 gaugeFinish: Paint

Installation:• Step-by-step installation instructions are labeled onto each product.

Anchors 4x4 post to wood or concrete surfaces.

Materials: 13 gaugeFinish: Paint

Installation:• Use all specified fasteners. See Product Notes, page 19.• Not rated for overturning resistance. Not recommended

for unrestrained posts.

Ref. No. Qty Type SFP30 FPBS44 13 3 1/4" HDG Lag Bolts SMP FPBM44 13 20 10d HDG

1) Fastener schedule is per pair of SMP's. 2) NAILS: 10d nails are 0.148" dia. x 3" long.

MiTekStock No.

SteelGauge


PostSize

4 x 4

Post Size Ref. No. Qty Lag Bolts4 x 4 BD FPBB44 13 3 1/4" x 1-1/2" HDG

MiTekStock No.

SteelGauge

Fastener Schedule

SMP

SFP30 Typical SFP30installation

30"

28-1/16"

5-5/8"

3-5/8"

BDTypical BDinstallation

5-5/8"

3-5/8"

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RC Plywood Clips

General Hardware

Steel plywood clips. All models feature embossed dimples to provide 1/8" gap.


Ref. No. RC38 PSCL3/8 18 3/8

RC716 PSCL7/16, PSCA7/16

18 7/16

RC1532 PSCL15/32, PSCA15/32

18 15/32

RC12 PSCL1/2 18 1/2 RC58 PSCL5/8 18 5/8

PlywoodThickness (in)

MiTekStock No.

SteelGauge

Typical RC installation

Typical DC1 installation

Typical IS installation

RC

DC1

Drywall clips or “stops” help support drywall or wood paneling and reduce wood blocking on top plates, end walls, and corners.


Installation:• Use 8d nails to install DC1, 16" on-center or less.

Insulation supports secure batt-type insulation in place between joists. Chisel-cut ends dig into joists for permanent holding. Easy to install in hard-to-reach crawl spaces.

Materials: 13 gauge carbon steel wireFinish: None

Installation:• Use IS16 for joist spaced 16" O.C. and IS24 for 24" O.C. spacing.• Position insulation batt in place between joists. Hold IS unit at the

center and push into place.• Wear gloves and safety glasses during installation.

DC Drywall Clip

IS Insulation Supports

Ref. No. Qty Type DC1 DS 20 1 8d


MiTekStock No.

SteelGauge

Fastener Schedule1

Dimensions (in)

Ref. No. Overall Length IS16 IS16-R100 13 16" O.C. 15-1/2 IS24 IS24-R100 13 24" O.C. 23-1/2

MiTekStock No.

SteelGauge

Joist Spacing (in)

Provides 1/8" gap

3/4"

1-1/8"1-1/2"

Simply push into place

238

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TT D.I.Y. Products

General Hardware

Connectors for home owner / D.I.Y. projects.

TTA12-TZ - an angle connects two 1x wood members at 90º angles.

TTA2-TZ - an angle connects two 2x wood members at 90º angles.

TTB22-TZ - a bracket connects two intersecting 2x wood members at 90º angles.

TTC24-TZ - a corner tie connects 2x wood members at 90º to the corner of a 2x4 post. Mirror design allows for post to be oriented in either direction.

TTC42-TZ - a corner tie connects 2x wood members at 90º to the corner of a 4x4 post.

TTF22-TZ - a bracket connects 2x wood members to opposite sides of a 2x4 or 4x4 post.

TTR-TZ - a clip connects a 2x wood member to the face of another wood member.

TTU2-TZ - a U-clip connects 2x wood members crossing at 90º.

Materials: See chart


Installation:• Use all specified fasteners. See Product Notes, page 19.• LumberLok LL915 (#9 x 1-3/8" long) wood screws are not supplied

with connectors.

1) LL915 denotes a LumberLok Screw, #9 x 1-3/8" long.

2) Factored resistances have been increased 15% for short duration loading. No further increase is permitted.

3) TTF22-TZ: Factored resistances must be equally distributed on both joists.

4) TTC24-TZ and TTC42-TZ: Factored resistances listed in this table are for each joist being carried by the post.

Ref. No. Qty Type Qty Type Unit Download Uplift F1 F2 Download Uplift F1 F2Lbs -- 355 330 355 -- 255 235 255kN -- 1.58 1.47 1.58 -- 1.13 1.05 1.13Lbs -- 315 440 315 -- 225 315 225kN -- 1.40 1.96 1.40 -- 1.00 1.40 1.00Lbs 610 610 610 425 435 435 435 300kN 2.71 2.71 2.71 1.89 1.93 1.93 1.93 1.33Lbs 1125 715 -- -- 800 505 -- --kN 5.00 3.18 -- -- 3.56 2.25 -- --Lbs 1075 430 -- -- 765 305 -- --kN 4.78 1.91 -- -- 3.40 1.36 -- --Lbs 1400 750 -- -- 995 530 -- --kN 6.23 3.34 -- -- 4.43 2.36 -- --Lbs 545 545 490 235 390 390 350 170kN 2.42 2.42 2.18 1.05 1.73 1.73 1.56 0.76Lbs -- -- 550 565 -- -- 390 400kN -- -- 2.45 2.51 -- -- 1.73 1.78

1) LL915 denotes a MiTek LumberLok Screw, #9 x 1-3/8" long.2) Factored resistances are for a standard term load duration Kd = 1.003) TTF22-TZ: Factored resistances must be equally distributed on both joists.4) TTC24-TZ and TTC42-TZ: Factored resistances listed in this table are for each joist being carried by the post.

18

18

20

18

18

18

20

16

2x

2 LL915 4

LL915 4 LL915

2x

LL915

4 LL915 4 LL915

4

4

LL915

2x 2

JoistSize

LL915 8 LL915

RTR

9

14 LL915 8 LL915

4 LL915 8 LL915

2x

2x

1x 1x

2 x 4 2x

2x

2x

2x

2 x 4

4

TTR-TZ

TTU2-TZ

RTA12

RTA2Z

RTB22

RTC24Z

RTC42, RTC42Z

RTF2Z

TTA12-TZ

TTA2-TZ

RTU2

TTC24-TZ

TTC42-TZ

TTF22-TZ

TTB22-TZ

MiTekStock No.

SteelGauge

Post Size

2x

4 x 4

S-P-FFactored Resistance2,3,4Post

Fastener Schedule1

DFFactored Resistance2,3,4

4 LL915

Joist (Total)

LL9152x

LL915

Corr

osio

nFi

nish




TTB22-TZ

TTR-TZ

TTF22-TZ

Typical TTB22-TZinstallation

Typical TTR-TZinstallation

Typical TTF22-TZinstallation

TTA12-TZ(TTA2-TZ Similar)

TTC24-TZ(TTC42-TZ Similar)

TTU2-TZ

Typical TTA12-TZinstallation

Typical TTC24-TZinstallation

Typical TTU2-TZinstallation

Uplift

Uplift

Download

Uplift

Download

Download

F1F1

F2

F2

F2

Uplift

DownloadF2

F1

F1

F1F1

F2F1

Uplift

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ICPL / KNS / PL Protection Plates

General Hardware

Easy-to-install plates protect plumbing and power/communication wiring from nail or screw penetration.

ICPL58 – Installs with nails.

KNS1 / PL4 – Prongs allow for quick installation.

Materials: 16 gaugeFinish: ICPL516-TZ – G-185 galvanizing; All others – G90 galvanizingOptions: See chart for Corrosion Finish Options

Installation:• Use all specified fasteners. See Product Notes,

page 19.

Ref. No. W H Qty Type Lbs kN Lbs kN KNS1 NS1 16 1-1/2 3 -- prongs -- -- -- -- -- PL4 NS2 16 2 5 -- prongs -- -- -- -- -- ICPL58 -- 16 8-1/16 5 4 8d or prongs -- -- -- -- --

12 16d HDG + prongs Sill Plate 1405 6.25 1205 5.3616 16d HDG + prongs Double Top Plate 1870 8.32 1600 7.12

1) Factored uplift resistances have been increased 15% for short-term loads such as wind and earthquake; no further increase allowed. 2) NAILS: 8d nails are 0.131" dia. x 2-1/2" long, 16d nails are 0.162" dia. x 3-1/2" long.

Corr

osio

nFi

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Dimensions(in)

ICPL516-TZ


MiTekStock No.

SteelGauge

InstallationType

PSPN516Z 16 16 5



Fastener

Schedule2

Stud shoes reinforce joists, plates, studs, or rafters which have been drilled or notched during construction.


Installation:• Use all specified fasteners. See Product Notes, page 19.• STS units are not structurally rated and should not be used

as a total member replacement in structural applications.• For use with 2" O.D. pipe.

STS Stud Shoes

Dimension (in)

Ref. No. Description W Qty Type STS1 SS1.5 18 Single Stud 1-9/16 10 10d x 1-1/2 STS2 SS3 18 Double Stud 3-1/16 12 10d STS3 SS4.5 18 Triple Stud 4-9/16 14 10d

1) Maximum hole size = 2". 2) NAILS: 10d x 1-1/2 nails are 0.148" dia. x 1-1/2" long, 10d nails are 0.148" dia. x 3" long.

MiTekStock No.

SteelGauge





ICPL58

PL4

Typical ICPL58installation

KNS1

ICPL516-TZTypical ICPL516-TZinstallation

Typical KNS1 & PL4installation

W

H

W

H

WH

W

H

STSTypical STS1installation

5"

2-1/2"

2-5/8"

W

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O / N Bridging

General Hardware

O – The O series spans three joists in under/over installation. Prong teeth in the center help reduce nailing. For 1-1/2" wide dimensional lumber only.

N – The N series spans two joists per unit. Can be used for bridging or bracing. See chart.


Installation:• Use specified fasteners in models with fastener requirements.• Install prior to subfloor sheathing. Use (2) 8d x 1-1⁄2" nails at each end. Fully seat

nails to avoid any movement against the bridging and subsequent floor noise.• Must be installed in cross pairs. Avoid bridging overlap, it may cause squeaks

Joist Installations

Ref. No. W L Qty Type N16 LTB20, TB20 22 3/4 19-3/4 4 8d x 1-1/2 O40 LTB40 22 3/4 39-3/4 4 8d x 1-1/2 N27 TB27 20 3/4 26-13/16 4 8d x 1-1/2 N30 TB30 20 3/4 29-13/16 4 8d x 1-1/2 N36 TB36 20 3/4 35-13/16 4 8d x 1-1/2 N42 TB42 20 3/4 42 4 8d x 1-1/2 N48 TB48 20 3/4 48 4 8d x 1-1/2 N54 TB54 20 3/4 54 4 8d x 1-1/2 N56 TB56 20 1 56 4 8d x 1-1/2 N60 TB60 20 1 60 4 8d x 1-1/2 O16 -- 18 1 44 4 8d x 1-1/2

1) NAILS: 8d x 1-1/2 nails are 0.131" dia. x 1-1/2" long.

Dimensions (in)MiTekStock No.

SteelGauge

Fastener Schedule1

12" 16" 19.2" 24" 30" 32" 36" 42" 48"

7-1/4 --O40/O16

/N16N27 N27/N30 N36 N36 N42 N48 N54/N56

9-1/4 N16O40/O16

/N16N27 N30 N36 N36 N42 N48 N54/N56

11-1/4O40/O16

/N16O40 N27 N30 N36 N36 N42 N48 N54/N56

9-1/2 N16 N16 N27 N30 N36 N36 N42 N48 N54/N5611-7/8 N16 N16 N27 N30 N36 N36 N42 N48 N54/N56

14 N16 N27 N27/N30 N30 N36 N36 N42 N48 N54/N5616 N27 N27 N27/N30 N30 N36 N42 N42 N48 N54/N56

9-1/2 N16 N16 N16 N27/N30 N36 N36 N36 N42 N5611-7/8 N16 N16 N27 N30 N36 N36 N42 N48 N56

14 N16 N16 N27 N30 N36 N36 N42 N48 N54/N5616 N16 N27 N27/N30 N30 N36 N36 N42 N48 N54/N5618 N27 N27 N30 N30 N36 N36 N42 N48 N54/N5620 N27 N30 N30 N36 N36 N42 N42 N48 N54/N5622 N30 N30 N30 N36 N42 N42 N42 N48 N54/N56/N6024 N30 N30 N36 N36 N42 N42 N48 N56 N56/N60

1) Grey shaded cells represent bridging installed on the face of the joist; web stiffeners required for I-Joists. 2) All bridging products require (2) 8d x 1-1/2 nails at each end, which are 0.131" dia. x 1-1/2" long.

1-3/4" SCL

I-Joists: 2-1/2"

& 3-1/2" wide

Joist Spacing1

Joist Height

(in)JoistType

2xDimensional

Lumber

O

N

Typical O installation

Typical N installation

L

W

L

W

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MB / MBG Bridging

General Hardware

MBG – Grip tooth bridging. Features special teeth which grip joists and provide easy single-nail installation. Can be installed after subfloor is in place.

MB16 – Snap-on, no-nail bridging can be placed in existing floor systems where joist movement is suspected. Two-piece construction creates a solid diagonal brace against joist movement.


Installation:• Use specified fasteners in models with fastener requirements.• MBG – May be installed before or after sheathing. Position

the unbent end of the bridging unit near the top of the joist and drive prongs into wood with a hammer blow to the heel of the bent end. Wedge bent end near the lower edge of the opposite joist, set teeth into wood with hammer blow. Nail holes are provided at the bent end if prongs are damaged during installation. Fully seat nails to avoid any movement against the bridging and subsequent floor noise.

• MB16 – Two-piece unit is shipped as one piece. Bend unit in center up and down to break into two pieces. Slide narrower piece inside wider piece, setting the end tab into slot appropriate for joist spacing. Setting one prong end near the top of one joist and the opposite prong end near the bottom of the opposite joist, pull down on the center of the bridging until the wider piece snaps into place over the narrow piece and creates a rigid, one-piece bridging unit. Wear gloves during installation.

MB16

Joist Size Ref. No. W L Qty Type 2 x 8 12 MBG812 NCA2X8-12 22 15/16 11-3/4 1 8d x 1-1/2 2 x 10 12 MBG1012 NCA2X10-12 22 15/16 12-3/4 1 8d x 1-1/2 2 x 12 12 MBG1212 NCA2X12-12 22 15/16 14 1 8d x 1-1/2 2 x 14 12 MBG1412 -- 22 15/16 16 1 8d x 1-1/2 2 x 16 12 MBG1612 -- 22 15/16 17 1 8d x 1-1/2 2 x 8-12 16 MB16 -- 22 11/16 -- -- -- 2 x 8 16 MBG816 NCA2X8-16 22 15/16 15-9/16 1 8d x 1-1/2 2 x 10 16 MBG1016 NCA2X10-16 22 15/16 16-5/16 1 8d x 1-1/2 2 x 12 16 MBG1216 NCA2X12-16 22 15/16 17-1/4 1 8d x 1-1/2 2 x 14 16 MBG1416 -- 22 15/16 18-7/16 1 8d x 1-1/2 2 x 16 16 MBG1616 -- 22 15/16 19-5/8 1 8d x 1-1/2 2 x 8 24 MBG824 -- 22 1-5/16 23-1/2 1 8d x 1-1/2 2 x 10 24 MBG1024 -- 22 1-5/16 24 1 8d x 1-1/2 2 x 12 24 MBG1224 -- 22 1-5/16 24-3/4 1 8d x 1-1/2 2 x 14 24 MBG1424 -- 22 1-5/16 25-5/8 1 8d x 1-1/2 2 x 16 24 MBG1624 -- 22 15/16 26-5/8 1 8d x 1-1/2

1) Joist spacing is based on a 1-1/2" joist, consult MiTek regarding wider joist applications. 2) NAILS: 8d x 1-1/2 nails are 0.131" dia. x 1-1/2" long.

Fastener Schedule2Joist Spacing

O.C. (in)1


SteelGauge

Typical MB16installation

MBG

Step 1 Step 2

Typical MBG installation

W

L

242

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RWB / WB / WBC / WBT Wall Bracing

Wall bracing products are engineered to meet the prescriptive 1x4 let-in brace code requirements.

RWB – Flat bracing conveniently packaged in a handy roll out dispenser. Perfect for unexpected job site shortages. The 35-pound dispenser pack fits easily into a truck bed for transport. Pre-embossed snap-off points can be broken off by hand (wear gloves for safety).

WB – A flat style bracing engineered to easily nail to studs. No cutting or fitting needed.

WBC – L-shaped design for additional strength and rigidity.

WBT – Rolled edges and T-style design gives the WBT strength, rigidity, and eliminates sharp, sheared edges.


Installation:• Use all specified fasteners. See Product Notes, page 19.• Bracing is a framing aid, not a substitute for structural shearwall

components.• RWB / WB – Use with 16" or 24" o.c. studs. Install in pairs

forming an “X” or opposing “V” at each end of a maximum 25-foot long wall panel.

Steps: Square the panel. Straighten any kinks in bracing caused by handling. Lay bracing on the panel flush to the top of top plate and flush to the bottom of the bottom plate. Secure bracing to the top plate and bottom plate using 16d nails (WB) or 8d nails (RWB). Position second bracing at an angle opposite to the first brace to form an “X” and secure to top and bottom plate as with the first bracing. Using 8d nails, secure bracing to all intersecting studs.

• WBC / WBT – Use with 16" o.c. studs. Install one brace at each end of wall section, not exceeding 25 feet, in an opposing “V” pattern. Use the web portion of a length of bracing as a straight edge to mark studs. Cut a saw kerf 5⁄8" deep (1" deep for WBC). Insert the bracing web into the saw kerf, and drive one nail into the top plate. Raise the wall section into place and plumb. Finish fastening according to the nail schedule.

Ref. No. W Qty Type Qty Type RWB96 WB106C 16 1-1/4 9' 6" 15 8' 60° 4 8d 1 8d RWB114 WB126C 16 1-1/4 11' 4-3/8" 12 8' 45° 4 8d 1 8d RWB143 WB143C 16 1-1/4 14' 3" 10 10' 45° 4 8d 1 8d WBC10 RCWB10 18 15/16 9' 5-3/4" -- 8' 60° 2 16d 1 8d WBC12 RCWB12 18 15/16 11' 4-3/8" -- 8' 45° 2 16d 1 8d WBT10 TWB10 22 1-3/8 9' 3" -- 8' 60° 4 8d 1 8d WBT12 TWB12 22 1-3/8 11' 4" -- 8' 45° 4 8d 1 8d

WBT14 RCWB14, TWB14

22 1-3/8 14' 2" -- 10' 45° 4 8d 1 8d

WB106 WB106 16 1-1/4 9' 5-1/2" -- 8' 60° 3 16d 1 8d WB126 WB126 16 1-1/4 11' 4-1/4" -- 8' 45° 3 16d 1 8d

1) These products substitute for code prescribed 1 x 4 let-in bracing. 2) NAILS: 8d nails are 0.131" dia. x 2-1/2" long, 16d nails are 0.162" dia. x 3-1/2" long.


Each PlateSteelGauge

MiTek

Stock No.1Each StudPieces

Per RollWall

Height InstallAngle

L(ft - in)

General Hardware

RWB pre-embossedsnap-off points

Typical RWB/WBinstallation

Typical WBC/WBTinstallation

WBT

WBC

L

W

9/16"

W W

L

WB

L

W1

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Typical SF8 installation SF8

SF Step Flashing

Pre-sized, ready to install, versatile flashing unit. Ideal for roof applications.


Dimensions (in)

Ref. No. W H L SF8 -- 28 3-1/2 3-1/2 8

MiTekStock No.

SteelGauge

Typical KSCT68 installation

KSCT68

The Corner Tie secures three-way wood-to-wood connections. Handy for building workbenches, utility tables, or shelving using 2x4 lumber.


Installation:• Use (12) #10 panhead screws to fasten the

KSCT68 to wood framing.

KSCT Corner Tie

Ref. No. Qty Screws KSCT68 -- 14 12 #10 panhead

MiTekStock No.

SteelGauge

Fastener Schedule

RR Ridge Rafter Hanger

The RR Ridge Rafter supports rafter pitches up to 7:12 (30°). Nesting top flange for installation on 2x support beams.


Installation:• Use all specified fasteners. See Product Notes, page 19.• The rafter end at the ridge must be plumb cut to achieve

published loads.• Optional diamond nail holes can be used to fasten RR to end

of rafter before setting rafter into place.

Download Uplift Download UpliftRef. No. Qty Type Qty Type Unit 100% 115% 100% 115%

Lbs 590 380 465 300kN 2.67 1.80 1.89 1.29Lbs 705 345 500 245kN 3.14 1.53 2.22 1.09

1) Factored resistances have been increased 15% for short-term loads such as wind and earthquake; no further increase allowed. 2) Nails: 10d x 1-1/2 nails are 0.148" dia. x 1-1/2" long, LL915 denotes a LumberLok Screw, #9 x 1-3/8" long. New products or updated product information are designated in blue font.

Fastener Schedule2 DFFactored Resistance1


4 RR

4 4LL915

10d x 1-1/2 4 RR

MiTekStock No.

SteelGauge

Header Rafter

10d x 1-1/2

LL91518 2 x 6

MinRafterSize

Typical RRinstallation

RR

General Hardware

H

W

L

Uplift

1"

1-9/16"

4"

3-3/8"

8"

6"

2"

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SB Shelf Brackets

This shelf bracket combines shelving capabilities and closet rod support in a one-piece design.

Materials: 13 gauge cold rolled steelFinish: SBZ – Zinc plated; SBW – Electro-static powdered coat (white)

SBZ (SBW similar)

Dimensions (in)

Finish Ref. No. H L

11 11

White Powder Coat

SBW -- 13 11 11

MiTekStock No.

SteelGauge

ZincPlated

SBZ -- 13

Typical CRZP installation (CRWP similar)

CRZP (CRWP similar)

CRZFP(CRWFP similar)

These adjustable Closet Rods are available in various lengths which attach easily to wall studs or shelf support strapping (see diagram).

Materials: 20 gauge cold rolled steelFinish: CRZP – Zinc plated; CRWP – Electro-static powdered coat (white)

These adjustable Fluted Closet Rods are a two-piece design which consists of separate end brackets to be installed prior to inserting the closet rods into place.

Materials: 20 gauge cold rolled steelFinish: CRZFP – Zinc plated; CRWFP – Electro-static powdered coat (white)

CRZP / CRWP Closet Rods

CRZFP / CRWFP Fluted Closet Rods

Finish Ref. No. CRZP1830 -- 20 18 - 30 CRZP3048 -- 20 30 - 48 CRZP4872 -- 20 48 - 72 CRZP7296 -- 20 72 - 96 CRZP96120 -- 20 96 - 120 CRWP1830 -- 20 18 - 30 CRWP3048 -- 20 30 - 48 CRWP4872 -- 20 48 - 72 CRWP7296 -- 20 72 - 96 CRWP96120 -- 20 96 - 120

SteelGauge

MiTekStock No.

AdjustableSize (in)

ZincPlated

WhitePowder

Coat

Finish Ref. No. CRZFP1830 -- 20 18 - 30 CRZFP3048 -- 20 30 - 48 CRZFP4872 -- 20 48 - 72 CRZFP7296 -- 20 72 - 96 CRZFP96120 -- 20 120 - 144 CRWFP1830 -- 20 18 - 30 CRWFP3048 -- 20 30 - 48 CRWFP4872 -- 20 48 - 72 CRWFP7296 -- 20 72 - 96 CRWFP96120 -- 20 96 - 120

White Powder

Coat

ZincPlated

MiTekStock No.

SteelGauge

AdjustableSize (in)

General Hardware

L

H

245

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NP Nail Plates

TPP – Prong plates with straight prongs.JNP – Prong plates with angled, hammer-in prongs. Materials: See chartFinish: G90 galvanizing

Installation:• These products are not intended for

structural use. No load ratings are assigned. These plates are not intended for use in truss assembly.

Typical nail plate installation

NP


Installation:• Use nails appropriate for intended use. Holes are

sized for 8d common (0.131" dia. x 2-1/2" long) or 8d (0.131" dia.) x 1-1⁄2" nails.

• The designer shall determine appropriate load values.

JNP / TPP Mending Plates

Dimensions (in)

Ref. No. W L NP15 TP15 20 1-13/16 5 12 NP35 TP35 20 3-1/8 5 22 NP37 TP37 20 3-1/8 7 31 NP39 TP39 20 3-1/8 9 40 NP311 TP311 20 3-1/8 11 49 NP45 TP45 20 4-1/8 5 30 NP47 TP47 20 4-1/8 7 42 NP49 TP49 20 4-1/8 9 54 NP411 TP411 20 4-1/8 11 66 NP57 TP57 20 5-3/4 7 59

MiTekStock No.

SteelGauge

Number ofNail Holes

Ref. No. W L JNP24 -- 18 1-1/2 4 JNP26 -- 18 1-1/2 6 JNP46 -- 18 3-3/16 6 JNP48 -- 18 3-3/16 8 TPP14 MP14 22 13/16 3-1/2 TPP24 MP24 22 1-11/16 3-1/2 TPP36 MP36 22 2-3/4 5-1/4 TPP58 -- 22 4-3/16 7-13/16


SteelGauge

General Hardware

Typical mending plate installation

JNP

TPP

L

W

W

L

W

L

246

Spec

ialty

Opt

ions

Copyright © 2018 M


The information listed only applies to hangers manufactured by MiTek® and installed according to the instructions listed in this catalog. Some of the options listed may not have been evaluated on a single hanger. The designer must always evaluate each connection, including the joist and header capacities, before specifying a specialty connector. MiTek sloped hangers are manufactured with the plumb cut of the joist already calculated. If a hanger with a different height is needed, it must be specified at the time of ordering.

Materials: Steel gauge may vary from that specified depending on the specialty option and manufacturing process used. Some formed hangers may be welded when modifying the hanger. Hanger configurations, fastener schedules, and height may vary from the tables depending on the joist size, skew, and slope.

Finish: See specific hanger option tables. Welded hangers are painted with gray primer. Non-catalogue hangers available in Hot-dip galvanized, use HDG after product number.

Factored Resistance: For multiple options for the same connector, use the most conservative reduction to give the lowest design load. See specific hanger option tables for applicable load reductions and maximum tolerances. Reference Specialty Options Summary Table for MiTek series catalog references.

Installation:• Fill all nail holes with fasteners specified in

the tables.• Fastener quantities may increase from the

amount listed in the tables depending on hanger option.

• NA16D-RS and NA20D nails are supplied with hangers.

• For type A skewed hangers, the end of joist must be bevel cut; for type B skewed hangers, the end of joist must be square cut.

MiTekSeries Width S

kew

ed (M

axim

um)

Slo

ped

Seat

(Max

imum

)

Slo

ped

/ Ske

wed

Slo

ped

Top

Flan

ge (M

axim

um)

Top

Fla

nge

Offs

et

Sad

dle

Hang

er

Rid

ge H

ange

r (M

axim

um)

Inve

rted

Fla

nge

Upl

ift

Wel

dabi

lity

MiT

ek S

erie

s Ca

talo

g Pa

ge R

efer

ence

BPH all 50º 45º • 45º • • 161 FWH all 70º • • 128

GHF all 50º 45º ••

width > 4-1/2"• 182

HBPH all 50º 45º • 45º • • 1611-3/4" or less 67-1/2º

> 1-3/4" 50º1-3/4" or less 67-1/2º

> 1-3/4" 50º HDQIF all • 106, 152

HGU all 45º• one flange

width > 5-1/4"• 181

HGUM all • one flange • 141 HJC all 60º • 215 HLBH all 50º 45º • 45º • • 45º • • 162

HUS all•

width > 2-1/4" • 105

HWUH all 45º 45º • • • • 1431-3/4" or less 67-1/2º

> 1-3/4" 50º KB all • • 122 KEG all 45º 45º • • 184 KGB all • • 185 KGH all 45º • 47 KGLS all 50º 45º • 30º • • • • 188 KGLST all • • • 188 KGLT all 50º 45º • 45º • • • • 187 KHGB all • • 185 KHGLS all 50º 45º 30º • • • • 188 KHGLST all • • • 188 KHGLT all 50º 45º • 45º • • • • 187 KHHB all • • 185 KHW all 84º 45º • 35º • • 45º • 123 KLB all • 122 KLEG all 45º 45º • • 184 KMEG all 45º 45º • • 184

LGU all 45º• one flange

width > 3-5/8"• 181

LSSH all 45º 45º • • 179

MGU all 45º• one flange

width > 5-1/4"• 181

MPH1 all 60º 45º • • 145 MSHA all 75° • 211 MSHL/R all 45º • 210

PHM1 all 84º 45º • 35º • • 45º • 163

PHXU1 all 60º 45º • 35º • • • • 163 SKH all 45º • 132 SKHH all 45º • 132

1-3/4" or less 67-1/2º> 1-3/4" 50º

SW1 all 84º 45º • 35º • • 45º • 123

SWH1 all 84º 45º • 35º • • 45º • 123

THDH all 45º 45º • • 153, 206

1) Skews greater than 45° will have square cut joist with back plate. Refer to Typical HLBH hanger skewed, left shown, squre cut illustration on page 248. 2) HD hanger widths less than 2-1/4" may have flanges inverted as a Custom, contact MiTek. New products or updated product information are designated in blue font.

•width > 2-1/4"

• 150•

•width > 3-1/8"

••

•width > 2-1/4"

••45º

SUH 45º

HD1

HDO 45º

IHFL/IHF 45º

• •

106, 151

104

153, 204

122

THF

45º 45º •

45º •

THD all• one flangewidth > 3"

•

•

151•

width > 2-1/4" > 1-3/4" 50º

Specialty Options & General NotesSpecialty Options

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Face Mount Hanger Specialty DetailsSpecialty Options

See the Specialty Options Chart for each hanger series for load reductions and hanger maximum range of skew, slope, etc.

Skewed Hanger:• Consider SKH or SKHH hangers for 45° skews.• Joist nails on the closed side may be relocated to the

open side by MiTek designer to ensure proper nailing.• Specify skew angle, type (square cut or bevel cut),

and direction when ordering.

Sloped Seat Hanger:• Consider LSSH series for sloped applications.• Additional nail holes may be added to joist flanges.• Specify slope angle and direction when ordering.

Sloped/Skewed Hanger:• See nailing notes above for both Skewed Hanger

and Sloped Seat Hanger.• Specify skew and slope angles as well as skew/slope

directions and skew type (square cut or bevel cut) when ordering.

Inverted Flange Hanger:• When fastening into the carrying member’s end grain,

the allowable load is 0.65 of the table load.• Hangers with one flange inverted achieve 100%

of listed table load.• Specify right or left flange when inverting only

one flange.

Refer to GHF, HD, SUH, THD, THDH, THF series Special Order Worksheet for ordering instructions at MiTek.ca.

Typical SUH hanger skewed, right shown

(bevel cut)

Typical HD hanger sloped seat,down shown

Typical GHF hanger one flange inverted,

left shown

Typical SUH formed hanger skewed,

right shown(square cut)

Typical HD hanger inverted flange

90° Open side

Specify angle

Closed side

Specify angle

Specify angle

Plumb height

Joist height

2-1/8"

Typical HD hanger sloped down,

skewed left shown

Slope angle Skew

angle

90° 90°

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Open Top Flange Hanger Specialty DetailsSpecialty Options

See Specialty Options Chart for each hanger series for load reductions and hanger maximum range of skew, slope, etc.

Skewed Hanger:• Joist nails may be located on obtuse angle side by MiTek

designer to ensure proper nailing.• Specify skew angle, type (square cut or bevel cut), and

direction when ordering.

Sloped Seat Hanger:• Additional nail holes may be added to joist flanges by MiTek

designer. All fastener holes must be filled.• Specify slope angle, direction, and joist height when ordering.

Sloped/Skewed Hanger:• See nailing notes above for both Skewed Hanger and Sloped

Seat Hanger.• Specify skew and slope angles as well as skew/slope

directions, and skew type (square cut or bevel cut) when ordering.

• Similar to face mount skewed/sloped hanger, refer to illustration on page 247: Typical HD hanger sloped down, skewed left shown.

• Specify if hanger is to be high side flush, low side flush, or center flush.

Sloped/Skewed/Sloped Top Flange Hanger:• See nailing notes for both skewed and sloped hangers.• Specify skew, slope, and top flange slope angles as well as

skew/slope and top flange slope directions when ordering.• Hangers may be galvanized or painted.• Hangers may be made with solid top plate.

Refer to BPH series Special Order Worksheet for ordering instructions at MiTek.ca.

Typical BPH hangerskewed, left shown

(bevel cut)

Typical BPH hangersloped seat,down shown

Typical BPH hangerskewed right,

sloped down, top flange sloped

Typical HDO hanger skewed, right shown

(square cut)

Typical BPH hangersloped down, skewed right,

low side flush shown

Typical BPH hangersloped top flange

right shown (this configuration will not

be open back)

Specify angle Specify angle

Slope angle

Skew angle

Specify angle

Joist skew right shown

Slope angle

Specify angle

Joist height

Plumb height

Specify angle High side flushCenter flush

Low side flush

90° 90°

Typical HLBH hangerskewed, left shown

(bevel cut)

Typical HLBH hangerskewed, left shown

(square cut)

See Specialty Options Chart for each hanger series for load reductions and hanger maximum range of skew, slope, etc.

Skewed Hanger:• Joist nails may be located on obtuse angle side by MiTek designer

to ensure proper nailing.• Specify skew angle, type (square cut or bevel cut), and direction

when ordering.

Sloped Seat Hanger:• Additional nail holes may be added to joist flanges by MiTek designer.• Specify slope angle, direction, and joist height when ordering.

Solid Top Flange Hanger Specialty Details

Specify angle Specify angle


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Solid Top Flange Hanger Specialty DetailsSpecialty Options

Typical PHXU hangersaddle option

Typical HLBH hangersloped down, skewed right,

center flush shown

Typical HLBH hangerridge, top

flange slope

Typical HLBH hanger top flange offset,

right shown

Typical HLBH hangersloped seat, down

shown

Typical HLBH hangerskewed right, sloped down

right, top flange sloped

Sloped/Skewed Hanger:• See nailing notes above for both Skewed Hanger

and Sloped Seat Hanger.• Specify skew and slope angles as well as skew/slope

directions, and skew type (square cut or bevel cut) when ordering.

• Specify if hanger is to be high side flush, low side flush, or center flush.

Sloped Top Flange Hanger:• Additional nail holes may be added to top angle

by MiTek designer.• Specify top flange slope and direction when ordering.• Specify if hanger is to be high side flush, low side flush,

or center flush.

Ridge Hanger:• Specify flush top of beam at center, right side, or left side.• Specify angle of slope when ordering.

Top Flange Offset Hanger:• Specify offset, left (L) or right (R), when ordering.

Saddle Hanger:• Specify saddle width, “SA” when ordering. Allow

clearance for saddled member.

Refer to options for HLBH, KGLS, KGLT, KHGLS, KHGLT series or HWUH, KHW, PHM, PHXU, SW, SWH series Special Order Worksheet for ordering instructions at MiTek.ca.

Typical HLBH hangersloped down top flange,

right shown

Specify angle

W1

H1

SAW2

H2

Plumb height

Specify angle

Joist height

Specify angle High side flushCenter flushLow side flush

Skew angle

Slope angle

Specify angle

Slope angle

Skew angle

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Welded Top Flange

• Weld sizes and lengths shown on chart.• Weld-on applications produce maximum factored resistance listed.

Uplift loads do not apply to this application.

SW 3" 10 gauge or lighter 1/8"7 gauge 3/16"3 gauge 1/4"

KLB, KHW, PHXU 6"

HLBH, KHGLT 10"

Weld shall be distributed evenly.

Top AngleSteel Gauge

WeldSize

KB, KGB, KHGB, KHHB, KGLS, KGLST, KGLT, KHGLS, KHGLST

8"

MiTekWelded Hanger Series

WeldLength

BPH, FWH, HBPH, PHM, SWH

4" Typical top flange welded installation

Typical top anglewelded installation

Continuous weld along back of top

flangeTypical

see chart

Part Number SystemPart Numbers assigned to TFL, THO, IHFL, IHF, THFI and THF I-Joist hangers reveal the I-Joist sizes to be used with the specific hanger. This guide will teach you how to recognize I-Joist dimensions in the part numbers.

1st, 3rd, and sometimes 4th digits are whole numbers (This example denotes 2 and 11) 4th digit may be part of a decimal –

TFL 23118 2nd and 5th digits are decimals

(see guide below) (This example denotes .3125 [5/16] and .875 [7/8]) 5th digit may be (0) or dropped if height is even

THO 35 925 -2

Part Number Guide for Decimals

1 = .125 or 1/8 inch

2 or 25 = .25 or 1/4 inch

3 = .3125 or 5/16 inch

5 = .5 or 1/2 inch

6 = .625 or 5/8 inch

7 = .75 or 3/4 inch

8 = .875 or 7/8 inch

THO 35 925 -2

Letters refer to

Hanger Seriesex.: THO

First (2) Digitsrefer to

Member Widthex.: 3.5 inches

Last (2) or (3) Digits

refer to

Member Heightex.: 9.25 inches

Digits after Dash

refer to

Number of Plysex.: 2 ply

Some Examples:

THO15950 .............. 1-1/2" x 9-1/2"

IHF17925 ................ 1-3/4" x 9-1/4"

THO16925-2 ........... double 1-5/8" x 9-1/4"

THF23925-2............ double 2-5/16" x 9-1/4"

Note: MiTek’s Product Catalogue lists a range of heights for IHFL/IHF hangers. Face mount hangers can usually accommodate more than one I-Joist height. The hanger height must be tall enough to support the top chord of the I-Joist to eliminate web stiffener requirements for lateral support. The IHFL/IHF hanger must be a minimum of 60% of the joist height.

Top Angle Weld Length Chart

Specialty Options

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JN / JNE / MRT7 / MTHF Power Nail Hangers

Manuf. Housing

Designed for assembly line installation, these hangers feature a generous flange area to accommodate power nailer maneuvering. Engineered for economical installation and maximum load values.

Materials: 18 or gaugeFinish: G90 galvanizing

Installation:• Use all specified fasteners. See Product Notes page 19.

MTHF25925MRT7

Typical JN installation

JN26E

Typical MTHF installation

Ref. No. W H D A Qty Type Qty Type3 "P" or "T" nails 3 "P" or "T" nails -- 360 85 85 -- 335 65 654 "P" or "T" nails 4 "P" or "T" nails -- 480 115 115 -- 445 85 855 "P" or "T" nails 5 "P" or "T" nails -- 600 145 145 -- 555 105 1056 "P" or "T" nails 6 "P" or "T" nails -- 720 175 175 -- 665 125 12510 "P" or "T" nails 4 "P" or "T" nails 1490 645 -- -- 1170 505 -- --16 "P" or "T" nails 4 "P" or "T" nails 2260 645 -- -- 1770 505 -- --10 "P" or "T" nails 4 "P" or "T" nails 1490 645 -- -- 1170 505 -- --16 "P" or "T" nails 4 "P" or "T" nails 2260 645 -- -- 1770 505 -- --10 "P" or "T" nails 4 "P" or "T" nails 1490 645 -- -- 1170 505 -- --16 "P" or "T" nails 4 "P" or "T" nails 2260 645 -- -- 1770 505 -- --10 "P" or "T" nails 4 "P" or "T" nails 1490 645 -- -- 1170 505 -- --16 "P" or "T" nails 4 "P" or "T" nails 2260 645 -- -- 1770 505 -- --20 "P" or "T" nails 4 "P" or "T" nails 2345 645 -- -- 1840 505 -- --10 "P" or "T" nails 4 "P" or "T" nails 1490 645 -- -- 1170 505 -- --16 "P" or "T" nails 4 "P" or "T" nails 2260 645 -- -- 1770 505 -- --20 "P" or "T" nails 4 "P" or "T" nails 2345 645 -- -- 1840 505 -- --10 "P" or "T" nails 6 "P" or "T" nails 1400 1570 -- -- 1095 1230 -- --16 "P" or "T" nails 6 "P" or "T" nails 3100 1570 -- -- 2430 1230 -- --10 "P" or "T" nails 6 "P" or "T" nails 1400 1570 -- -- 1095 1230 -- --16 "P" or "T" nails 6 "P" or "T" nails 3100 1570 -- -- 2430 1230 -- --24 "P" or "T" nails 6 "P" or "T" nails 3790 1570 -- -- 2975 1230 -- --

1) "P" and "T" nails denote fasteners designed specifically to be installed with a pneumatic-powered nailer. The fasteners shall be either of a type with round heads, 0.105" diameter and 1-3/8" long; or a "T" shaped head, 0.097" diameter, 1-1/4" long and hardened; or a fastener of similar diameter but longer in length. 2) Fasteners shall be pneumatically driven in such a way as firmly seats the nail head against the hanger steel, without embedding the nail head completely through the plane of the metal surface, or otherwise punching through. 3) The quantity of nails installed shall be equally distributed to both sides of the hanger. The nails shall be located at minimum 1" spacing in a row, with the vertical rows spaced at 3/8"; also no less than 5/16" from a sheared edge and no less than 5/16" from a formed edge. 4) Factored Uplift, F1, F2 resistances have been increased 15% for short-term loads such as wind and earthquake; no further increase allowed.


Header JoistDF


Factored Resistance

MiTekStock No.

SteelGauge

MRT7 18

Dimensions (in)

7-13/16 -- --

MTHF25925 20 2-9/16 9-1/8 2 1-1/4

1-1/4

1-1/4

JN26E 20 1-9/16 4-13/16 2 1-1/4

MTHF25112 20 2-9/16 11-1/8 2

MMH8

MMLUI39

1-3/16

JN210E 20 1-9/16 7-3/4 2 1-5/16

JN28E 20 1-9/16 6-11/16 2

1-1/4

JN28-2 18 3-1/8 7-1/8 2 1-1/4

JN26-2 18 3-1/8 5-3/8 2

MMLU28-2

Uplift115%4

F1115%4

F2115%4

Download100%

Uplift115%4

F1115%4

F2115%4

Download100%

MMLUI311

MMLU26

MMLU28

MMLU210

MMLU26-2

7-13/16"

1-1/4"1-1/4"

9-1/8"

2" DW

A

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2-9/16"

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iTek Industries, Inc. All Rights ReservedLateral Systems

Hardy Frame® Shear Walls

Hardy Frames has been leading the pre-manufactured shear wall industry from its beginning. Hardy Frames were the first to be recognized by ICBO-ES and LA City, first to gain approval for multi-story applications, first Balloon Wall application and first to be recognized to comply with the 2003 and 2006 IBC and IRC Building Codes. Today we are the first and only to offer a 9 inch Panel width and a Balloon Wall application that is fully assembled in the manufacturing plant and ships as a one piece unit.

All Hardy Frame® Shear Walls are code listed and include installations on concrete, raised floor and upper floor systems.

Hardy Frame® Panels• Panels are available in 9, 12, 15, 18, 21 and 24" widths• Standard Heights range from 78" for portal applications to 20' for Balloon Walls• Custom heights are manufactured routinely• R factors used: Rd = 3.0, Ro = 1.7• “Back to Back” installations provide two times the allowable shear value without increasing the wall length

Hardy Frame® Code EvaluationICC-Evaluation Service ESR-2089

Hardy Frame® Brace• Available in 32 and 44" widths• Standard Heights range from nominal 8 to 13 feet• Custom heights are manufactured routinely• For a given shear load, installing a wider shear wall results in reduced overturning

Hardy Frame® Brace

Hardy Frame®

Balloon PanelHardy Frame®

Panel

“Back to Back” installations provide

two times the allowable shear value

Hardy Frame® Panel “Back to Back”

Shear Wall Systems

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Lateral Systems

Hardy Frame® Moment FramesShear Wall Systems

The all new MiTek Hardy Frame® CFS Moment Frame and CFS Picture Frame are the industries first standardized, pre-engineered, pre-manufactured cold formed steel moment frames.

Lighter and less cost than structural steel moment frames, our CFS product line provides high capacities, ductility and cost economics that complete a spectrum of MiTek shear wall solutions.

Standard configurations are the Hardy Frame® CFS Moment Frame (portal applications) and the Hardy Frame CFS Picture Frame for stacking in multi-story applications.

MiTek Hardy Frame® Special Moment Frames are constructed of wide flange columns connected to hollow structural steel (HSS) beams with SidePlate special moment connections.

The SidePlate special moment connection is approved in the AISC 358 Prequalified Moment Connections Standard and the review included testing that confirmed lateral bracing to prevent twist and out-of-plane displacements is not required at the hollow structural section (HSS) beams. Standard configurations are the Hardy Frame® Moment Frame with a pinned base and the Hardy Frame® Picture Frame.

Hardy Frame® CFS Moment Frame• Similar materials and installation as Hardy Frame Panels the industry leader for 20 years• Available in standard designs and standard detailing• Capacities that are equal to four or five Hardy Frame Panels of same width• Can be installed “Back to Back” to double the capacity

Hardy Frame® CFS Picture Frame• Second beam that assembles at the bottom of the Frame distributes compression over wood below to significantly reduce crushing and maintain shear capacity• Incorporates the MiTek Z4 Continuous Tie-Down System to transfer overturning and uplift forces to the foundation• Narrow columns (12 through 21 inches) and shallow beam depths (12 and 15 inches) enable large openings and architectural freedom• Ships as a “knock-down” unit: easy to handle, ship and field assemble

Hardy Frame® Moment Frame• Standard designs for nominal 6 inch through 14 inch column depths with pinned base anchorage are now available• Delivery options for pre-assembled, bolted column splice or “knock-down”• All standard designs fit in typical 8 inch wall framing, 6 inch column depths fit 6 inch framing• New construction and retrofit applications• Includes wood nailers at top & bottom of HSS beam and at all column flanges

Hardy Frame® Picture Frame• Constructed with HSS beams at top and bottom of Frame, SidePlate special moment connections at all four corners• HSS beam at bottom of Frame eliminates the engineering and field construction of costly grade beams• Significant reductions in installation time result from elimination of field built grade beam• Standard designs for nominal 6 inch through 14 inch column depths that fit into typical wall framing with double the capacity of our pinned base option are now available• All the same delivery options and wood nailer inclusions as the Hardy Frame® Moment Frame with pinned base

The First and Only Cold Formed Steel (CFS) Moment Frames

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MiTek® Z4 Tie-Down SystemsLateral Systems

MiTek® Z4 Tie-Down System for Lateral Load

To resist tension loads due to overturning moments in multi-story buildings the CNX Cinch Nut is installed over a Bearing Plate Washer at each level in a fast and easy application. At the upper-most level a Cinch Nut is installed over a Bearing Plate Washer above the top plates. At walls below that bear on wood floor systems, the Cinch Nut and Bearing Plate Washer are installed over the bottom plate. Tension loads are gathered at each level and transferred into the foundation through a continuous system of Cinch Nuts, Bearing Plate Washers, Threaded Rods and Couplers all are available lines of MiTek®, USA.

MiTek® Z4 Tie-Down System for Wind Uplift

For resisting roof uplift loads resulting from wind the Z4 Cinch Nut is installed over a Bearing Plate Washer above the top plates with roof framing above to create a tie-down system. Uplift forces are transferred into a continuous system of Threaded Rods and Couplers that form a load path to the foundation.

1

4

3

5

2Lorem ipsum

BPW5, BPW6 Installation

BPW7 and larger Installation

1. Threaded Rod2. Cinch nut3. MiTek® Pro Series Screw4. Bearing Plate Washer5. Wood Framing

For Lateral Loads

For Wind Uplift Loads

Roof Rafters

MiTek® Z4 Tie-Down Systems utilize CNX-Series Cinch Nuts to compensate for wood shrinkage and building settlement that cause connections to loosen over time. The Cinch Nut uses a self-ratcheting action that permits the cinch nut to move (the rod doesn’t move) or “travel” perpetually in one direction only down the rod. Available for installation with threaded rods that are 3/8" through 1-1/2" diameter in 1/8" increments, the CNX Cinch Nut has been code evaluated and published in ESR-2190.

• Place the specified Bearing Plate Washer onto the bottom plate of a wood framed wall.

• With the “wings” oriented downward, place Cinch Nut over the threaded rod extending from below and push down until it seats firmly on the Bearing Plate Washer.

• Install 1/4 inch diameter MiTek® Pro-Series™ Screws through the wings, penetrating 1-1/2" (minimum) into the wood bottom plate.

• Model numbers BPW5 and BPW6 fit in-between the screws fastening the wings.

• Model numbers BPW7 (3-1/4 x 4-3/8) and larger are provided with two screw holes. Align the wing and the Bearing Plate Washer screw holes to allow installation of 1/4" diameter MiTek® Pro-Series™ Screws.

MITEK® DECK DESIGNER™

Build, collaborate and share ideas easily with our free online software that will help you and your clients design the deck of their dreams. Deck Designer™ software is a simple point and click tool used by anyone from the homeowner to the pro deck builder. Free download at: MiTek.ca/software/Deck-Designer.

MITEK® SAPPHIRE™ SUPPLYEliminate the guesswork and create take-offs that everyone agrees on. For building material dealers, SAPPHIRE™ Supply is the one-stop solution for whole-house estimating, EWP and lumber design. Now your waste factor no longer has to account for the fudge factor. Learn more at: MiTek.ca/software/SAPPHIRE-Supply

MITEK® SPECIFIER™

Designed for Engineers and Estimators, Specifier™ software simplifies access to information on thousands of MiTek® Structural Connectors. Looking up connector capabilities, viewing code evaluation reports and mapping from referenced products to MiTek products is free, quick and easy to use. Specifier™ assists with the design, specification and quoting processes for steel connections in wood frame structure of all sizes. Free download: MiTek.ca/software/Specifier

MITEK® ADHESIVE ANCHOR DESIGNAdhesive Anchor Design is powerful design software that provides optimized epoxy connection solutions for threaded anchors post-installed into concrete. The software determines the required anchor rod steel grade, diameter and effective embedment depth based on applied factored tension, shear and moment loads. Free download: Mitek.ca/software/Adhesive-Anchor-Design

BETTER BUILDING BEGINS WITH MITEK SOFTWARE OUR INNOVATIVE SOFTWARE IS DESIGNED TO WORK WITH MITEK ENGINEERED STRUCTURAL HARDWARE.

MADE IN NORTH AMERICA. DESIGNED TO LAST.MiTek Structural Connectors are manufactured and distributed in strategic locations in North America. We are proud that our structural connector products are designed and made in North America.

CANADIAN MANUFACTURING & DISTRIBUTION

ONTARIO 221 Racco Parkway Thornhill, ON L4J 8X9

BRITISH COLUMBIA 2455 – 192nd Street Suite 102 Surrey, BC V3Z 3X1

ONTARIO 100 Industrial Rd. Bradford, ON L3Z 3G7

ALBERTA 21 Aero Drive NE - Unit #35 Calgary, AB T2E 8Z9

QUÉBEC 2952, Joseph-A. Bombardier Laval, QC H7P 6E3

NEW BRUNSWICK 55 Maxime Drive Dieppe, NB E1A 9B5

Phone: 1-800-268-3434Fax: 1-905-952-2903 Email: [email protected] Website: www.MiTek.ca

Better TechnologyBetter Building

INFORMATION / CUSTOMER SERVICE

© 2018 M

iTek Canada, Inc. All rights reserved 1030-SEP-18

STRUCTURAL PRODUCTS CATALOGUE

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